ENHANCING THE ROBUSTNESS OF ESPI MEASUREMENTS USING DIGITAL IMAGE CORRELATION by Luke Bingleman B.E.Sc., The University of Western Ontario, 2008 A THESIS SUBMITTED IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF MASTER OF APPLIED SCIENCE in THE FACULTY OF GRADUATE STUDIES (Mechanical Engineering) THE UNIVERSITY OF BRITISH COLUMBIA (Vancouver) August 2010 © Luke Bingleman, 2010 ii Abstract Electronic Speckle Pattern Interferometry (ESPI) provides a sensitive technique for measuring surface deformations. The technique involves comparison of the speckle phase angles within surface images measured before and after material deformation. This phase angle comparison requires that the speckle positions be consistent in all images. A lateral shift between images by just one pixel substantially degrades ESPI measurements, while a shift of two or more pixels typically causes complete speckle decorrelation and compromises the measurement entirely. To prevent such lateral motions, the specimen and the optical system must be rigidly fixed. This requirement typically prevents use of the ESPI method in applications outside laboratories or where it is necessary to remove the specimen from the optical setup between ESPI measurements. Here, Digital Image Correlation (DIC) is used to track speckle motion caused by specimen displacement between ESPI measurements. The measured images can then be mathematically shifted to restore the original speckle locations, thereby recorrelating the ESPI measurements. Examples are presented where ESPI measurements are successfully made with specimen shifts in excess of 60 pixels. A novel ESPI measurement technique where the specimen is removed in between ESPI measurements is also developed and validated. iii Table of Contents Abstract ............................................................................................................................................... ii List of Tables ........................................................................................................................................ v List of Figures ...................................................................................................................................... vi Nomenclature ..................................................................................................................................... ix Acknowledgements ............................................................................................................................ xi Dedication ......................................................................................................................................... xii 1 Introduction ................................................................................................................................. 1 1.1 Electronic Speckle Pattern Interferometry ................................................................................... 1 1.2 Challenges of ESPI ......................................................................................................................... 3 1.3 Proposed Method: Hybrid ESPI ‐ Digital Image Correlation ........................................................ 4 1.4 Residual Stresses and the Hole Drilling Method ........................................................................... 5 1.5 Literature Review .......................................................................................................................... 7 1.5.1 ESPI Robustness ........................................................................................................................ 7 1.5.2 Digital Image Correlation Using Laser Speckles ........................................................................ 9 1.6 Research Goals ............................................................................................................................ 10 1.7 Overview of Experiments ............................................................................................................ 11 2 Electronic Speckle Pattern Interferometry (ESPI) ........................................................................ 12 2.1 The Nature of Light and the Laser Speckle Phenomenon ........................................................... 12 2.2 Speckle Size ................................................................................................................................. 14 2.3 A Typical ESPI Optical Setup ........................................................................................................ 16 2.4 Phase Stepping ............................................................................................................................ 18 2.5 Fringe Patterns and Phase Unwrapping ...................................................................................... 22 2.6 Speckle Decorrelation and Its Effects ......................................................................................... 24 3 Digital Image Correlation & ESPI Fringe Correction ..................................................................... 27 3.1 Digital Image Correlation ............................................................................................................ 27 3.1.1 Digital Image Correlation Using Painted Speckles .................................................................. 31 3.1.2 Digital Image Correlation Using Laser Speckles ...................................................................... 32 3.2 ESPI Fringe Correction Procedure ............................................................................................... 33 4 Experimental Validation ............................................................................................................. 40 4.1 Hybrid ESPI – DIC Apparatus ....................................................................................................... 40 iv 4.2 ESPI System Validation ................................................................................................................ 42 4.3 DIC Measurements Using ESPI Images ....................................................................................... 45 4.4 Measuring Surface Motions Using EDIC & the Effect of Speckle Size ......................................... 50 4.5 Null Fringe Correction ................................................................................................................. 60 4.5.1 Phase Gradients – Cause and Correction ................................................................................ 62 4.6 Validation of ESPI Fringe Correction Using Hole Drilling ............................................................ 69 4.7 Specimen Removal and Replacement ......................................................................................... 74 5 Conclusions and Future Work ..................................................................................................... 80 5.1 Conclusions ................................................................................................................................. 80 5.2 Future Work ................................................................................................................................ 84 References ......................................................................................................................................... 86 v List of Tables Table 4.1 ‐ Apparatus components ............................................................................................... 42 Table 4.2 ‐ Calibrated vs. measured stresses ................................................................................ 44 Table 4.3 ‐ Camera parameters and speckle sizes ........................................................................ 51 Table 4.4 ‐ EDIC measurement standard deviation for painted and laser speckles ..................... 56 Table 4.5 ‐ Range and deviation of fringe correction process ...................................................... 73 Table 4.6 ‐ Removal and replacement vs. baseline numerical comparison ................................. 77 vi List of Figures Figure 1.1 ‐ A typical ESPI setup (Adapted from [7]) ...................................................................... 2 Figure 1.2 ‐ A laser speckle image ................................................................................................... 3 Figure 1.3 ‐ ESPI fringe data from hole drilling ............................................................................... 3 Figure 2.1 – The speckle phenomenon (Adapted from [13]) ....................................................... 13 Figure 2.2 – Specimen under coherent and incoherent illumination ........................................... 14 Figure 2.3 ‐ Speckle image optical setup (Adapted from [14]) ..................................................... 15 Figure 2.4 – Specimen image with various speckle sizes .............................................................. 15 Figure 2.5 ‐ A typical ESPI optical setup (Adapted from [15]) ...................................................... 17 Figure 2.6 ‐ ESPI setup including propagation vectors (Adapted from [15]) ................................ 22 Figure 2.7 ‐ Phase stepping schematic (Adapted from [18]) ........................................................ 19 Figure 2.8 – Fringe unwrapping .................................................................................................... 23 Figure 2.9 ‐ Speckle decorrelation ................................................................................................ 24 Figure 2.10 ‐ The effect of speckle decorrelation ......................................................................... 25 Figure 3.1 ‐ Digital image storage of a painted speckle image ..................................................... 27 Figure 3.2 ‐ The correlation coefficient (Adapted from [21]) ....................................................... 28 Figure 3.3 – Template matching using the correlation coefficient .............................................. 29 Figure 3.4 ‐ Determining template displacement ......................................................................... 30 Figure 3.5 ‐ The correspondence problem ................................................................................... 31 Figure 3.6 ‐ The ESPI fringe correction procedure ........................................................................ 34 Figure 3.7 ‐ DIC subset selection ................................................................................................... 35 Figure 3.8 ‐ NCC distribution and maximum ................................................................................. 35 vii Figure 3.9 ‐ NCC maximum and surrounding pixels ...................................................................... 36 Figure 3.10 ‐ Information loss due to image shifting .................................................................... 38 Figure 4.1 ‐ Apparatus schematic ................................................................................................. 40 Figure 4.2 – ESPI beam splitter assembly ..................................................................................... 41 Figure 4.3 – Adjustable mirror ...................................................................................................... 41 Figure 4.4 ‐ Drill assembly ............................................................................................................. 41 Figure 4.5 ‐ Fringe result using calibrated specimen .................................................................... 43 Figure 4.6 ‐ Sections of a phase stepped set of images ................................................................ 45 Figure 4.7 ‐ Standard deviation of DIC displacement estimates vs. amount of image shift ........ 47 Figure 4.8 ‐ Average correlation coefficient R2 vs. amount of image shift................................... 48 Figure 4.9 ‐ Coordinate system used to describe specimen motion. ........................................... 50 Figure 4.10 ‐ X Direction EDIC Measurements.............................................................................. 52 Figure 4.11 ‐ Y Direction EDIC Measurements .............................................................................. 55 Figure 4.12 ‐ Measurement range vs. speckle size ....................................................................... 56 Figure 4.13 – Null fringe correction .............................................................................................. 61 Figure 4.14 ‐ Conical asymmetrical illumination of a flat specimen undergoing a shift d ........... 62 Figure 4.15 ‐ Path length change of beam 1 due to specimen shift ............................................. 62 Figure 4.16 ‐ Conical beam illumination ....................................................................................... 63 Figure 4.17 ‐ Conical beam phase gradient validation results ...................................................... 65 Figure 4.18 ‐ Phase gradients for various specimen shifts ........................................................... 66 Figure 4.19 – Phase gradient subtraction ..................................................................................... 68 Figure 4.20 ‐ Recovered stress solution vs. X direction specimen shift ....................................... 71 viii Figure 4.21 ‐ Recovered stress solution vs. Y direction specimen shift ........................................ 71 Figure 4.22 ‐ Recovered stress solution vs. +Z direction specimen shift ...................................... 72 Figure 4.23 – Recovered stress solution vs. ‐Z direction specimen shift ...................................... 72 Figure 4.24 ‐ Removal & replacement baseline tests with the specimen fixed ........................... 75 Figure 4.25 ‐ Specimen fixture ...................................................................................................... 76 Figure 4.26 ‐ Removal and replacement residual stress results ................................................... 77 Figure 4.27 – Removal and replacement fringe results ................................................................ 78 ix Nomenclature mA Complex amplitude of light wave ma Amplitude of light wave m Phase of wave I Light intensity S Speckle size Source wavelength F Focal length of lens a Aperture diameter M Magnification od Distance from object to lens id Distance from lens to imaging plane f f‐number of lens 1 2,m mA A Complex amplitudes of reference and illumination beams 1 2,I I Intensities of reference and illumination beams Phase of interference Phase change of interference pattern due to surface displacement , 'I I Intensity distribution before and after surface displacement ' Phase of interference after surface displacement nI Intensity distribution of nth phase stepped image A Mean of phase stepped set B Modulation (amplitude) of phase stepped set n Phase step of nth phase stepped image (0°,90°,180°, 270°) sK Sensitivity vector, bisector of illumination and reference beams sd Surface displacement at specimen 1 2,k k Propagation vectors of reference and illumination beams Fringe pattern, expressed on range of [0,1] ( , )c s t Correlation coefficient ( , )f x y Potential match area from the target image ( , )w x y Template being matched from the base image ( , )NCC s t Normalized cross correlation coefficient z Normalized cross correlation coefficient distribution x , ,x y xy In plane stress components yS Material yield strength 2R Pearson product moment correlation coefficient (equivalent to NCC) pd Physical pixel size Optical path length change 1 2, Angles of incidence of reference and illumination beams (beam 1 and 2) 1 2, Cone angles of reference and illumination beams ,L R Change in optical path length at right and left side of image ,L R Change in phase at right and left side of image Phase change across image due to specimen shift D Image width at specimen d Specimen shift L Average beam path length (illumination and reference) , ,P Q R 2D linear equation coefficients describing phase gradient xi Acknowledgements I’d like to thank everyone at UBC who has helped me over the course of this research – faculty, staff and my fellow students. Your kindness and support was much appreciated and you have my sincere gratitude. In particular, many thanks to the mechanical engineering shop staff who provided much needed instruction and advice during the apparatus design and fabrication stages of my research. Special thanks to Dr. Schajer, who has helped me expand my engineering knowledge immensely and exposed me to the many facets of research in an academic setting. I am especially grateful for his patience, compassion and insight; without which this research would never have reached fruition. Finally thanks to my parents who have supported me unquestionably throughout my endeavours. Without their encouragement and support this would not have been possible and I am always grateful. xii Dedication To My Father 1 1 Introduction 1.1 Electronic Speckle Pattern Interferometry Interferometry is a powerful optical tool that has many applications within engineering and physics. When two at least partially coherent light waves are superimposed, a spatially modulated intensity pattern is observed in the region of superposition. A common example of this phenomenon is the coloured fringes that occur at the surface of an oil slick. Electronic speckle pattern interferometry (ESPI) is an interferometric technique that utilizes a highly coherent light source, generally a laser. The laser light is split and recombined at an object’s surface. The resulting interference, or speckle, pattern can then be used to infer information about the surface itself. Most commonly in‐plane or out‐of‐plane displacements and or vibrations are measured. Figure 1.1 shows a typical ESPI setup. In this case displacements occurring at the object’s surface in the direction of the sensitivity vector can be measured. Some typical applications of ESPI techniques include; full field measurement of surface deformations [1], material defect detection [2,3] and vibration mode shape measurement. [4] Although these are typical uses of ESPI, the range of applications is extensive. More unique applications of ESPI include the detection of buried landmines [5] and the condition monitoring of historical mosaics [6] for example. Within this thesis the particular ESPI application studied is the measurement of residual stress. 2 Figure 1.1 ‐ A typical ESPI setup (Adapted from [7]) The speckle images recorded within ESPI measurements are inherently random in nature. The phase of one speckle relative to its neighbours’ is completely random. The speckle images are interference patterns created by laser light and modulated by the laser light and surface roughness of the object under investigation. An enlarged view of a typical speckle image is shown in Figure 1.2. Although the speckle pattern itself is random, small surface deformations cause each speckle to change phase consistently. This phase shift is then visible by subtraction, and the randomness of the images is effectively removed. Problems arise when rigid body motions changing one set o occurs, th and the m 1.2 C One of th environm and in pa rigid‐bod measure characte Figure cause the ob the pixel lo f images to e phase ch easuremen hallenge e major cha ental distur rticular area y motions c ment can ea ristic speckle 1.3 ‐ ESPI fr dr ject to shift cation of th the other. W ange inform t is compro s of ES llenges inhe bances. In under inve an comprom sily be lost. pattern cre inge data fr illing significantl e speckles fr hen this ation is lost mised. PI rent to ESP order to obt stigation, m ise the mea This is due ated by the om hole y, om I measurem ain accurate ust not shif surement e to the way s surface fea investiga about the comparin after som changes phase ac surface in of a fringe F ents is that results fro t during the ntirely. If s urface info tures of the tion is comp surface de g surface sp e mechanic cause the sp cordingly wi formation c pattern as igure 1.2 ‐ A they are ver m ESPI data measureme hifts do occu rmation is re specimen u letely rando formations eckle patte al change. T eckle patte th the surfa an be extrac shown in Fig laser speck y sensitive t , the specim nt. Even sm r the corded. Th nder m. Informa is obtained rns before a hese minut rn to change ce, so that t ted in the fo ure 1.3. Ea le image 3 o en, all e tion by nd e he rm ch 4 light and dark fringe represents surface displacements of half the wavelength of the light source used. Problems can arise however when the surface, and therefore the speckle pattern, is shifted significantly. If a speckle physically moves from one pixel location to another from image to image, the critical phase information is lost and the resulting fringe pattern is severely damaged. Often, due to the extremely small (micrometer) scale of ESPI measurements, environmental disturbances such as air currents or vibrations are enough to induce rigid body motions that result in speckle decorrelation and corrupt the ESPI measurement. All of the preceding examples of ESPI applications are currently performed in a laboratory setting, where the environment can be precisely controlled. However, in an industrial or outdoor environment, there exists disturbances that will cause rigid body motions during measurements and this will corrupt the measurement data. This problem seriously limits the use of ESPI measurements in field applications. 1.3 Proposed Method: Hybrid ESPI - Digital Image Correlation Digital Image Correlation DIC is a well established, non contact optical technique. It involves storing digital images of an object in various states, and then mathematically comparing them to obtain information about object displacements or deformations. Frequently, DIC methods are used to compare many sub regions of images to obtain full field displacement or deformation data. [8] In order to compare and match images accurately, the surface of the object under investigation must 5 contain a pattern or optical features. DIC can be performed with a wide variety of surface patterns, including grids and dots, however it is most effective when using a completely random pattern. Recently, [9‐11] work has been done involving utilizing painted and laser speckle patterns as the surface pattern for DIC measurements, leading to the emergence of digital speckle correlation (DSC) measurements. The method used within this thesis is a novel hybrid ESPI‐digital image correlation (EDIC) technique. An ESPI measurement is performed normally, and the specimen planar rigid body motions that occur during measurement are determined from the existing ESPI speckle images using DIC. Any rotations that may have occurred are not addressed using this procedure. Using this DIC data, the ESPI images can be mathematically shifted to compensate for any rigid body motions that may have occurred during measurement. From these new corrected images, accurate displacement data can be obtained. 1.4 Residual Stresses and the Hole Drilling Method Residual stresses are self‐equilibrating stresses that are locked into a material and may exist without any external loading or thermal gradients. The majority of manufacturing operations, including turning, grinding, heat‐treating, surface hardening and welding, introduce residual stresses into the workpiece. Residual stresses can be quite large and can significantly influence the behaviour of a material, especially with respect to fatigue life and dimensional stability. Additionally residual stresses can impair material strength, and in extreme cases cause major structural failure. Conversely, residual stresses can have beneficial effects, for example, fatigue life improvement due to shot peening. 6 The hole drilling method for measuring residual stresses is a very popular, well‐established method. One of its main advantages is that it inflicts minimal damage to the specimen. A small hole, typically a few mm in diameter, is drilled into the specimen to a depth approximately equal to its diameter. The surface deformations around the hole that result due to residual stress relaxation are then measured. Traditionally strain gauges are used to measure these surface displacements. From these surface displacements, the stress that existed within the removed material can then be determined via an inverse calculation. With the advent of low cost, high resolution CCD cameras, ESPI has recently been applied to measure surface deformations within the hole drilling method. [12] Using an optical method such as ESPI presents many advantages when compared with traditional strain gauge methods. The main advantages include the relatively high speed at which measurements can be performed. Since all the surface information is contained within images captured via the camera, there is no need to attach anything to the surface of the specimen itself. The per‐ measurement cost using an ESPI setup is also very low. The initial cost is significantly higher when comparing ESPI to traditional strain gauge methods; however in an industrial setting in which many measurements need to be performed, the additional cost is easily mitigated. The challenges of ESPI persist when performing hole drilling measurements; if the specimen moves even slightly before and after the hole is drilled, the entire measurement is compromised. This necessitates elaborate, extremely rigid fixtures to hold the specimen accurately, as well as careful control of the measurement environment. As well, since the specimen must be so rigidly fixed, the mechanism to drill the hole must be integrated into the 7 ESPI system. The action of drilling the hole may itself cause the specimen to shift, compromising the measurement. More practically, the chips from the drilling can also damage the specimen’s surface and interfere with the ESPI measurement. If it were possible to relax the constraints on specimen shifting before and after hole drilling, it would allow ESPI to be performed in less isolated environments. It would also be possible to perform much more rapid ESPI measurements by eliminating the need for a very rigid fixture to hold the specimen. By removing the specimen to drill the hole and then replacing it, the drilling procedure could be separated from the ESPI system and performed in an area where the vibrations, cutting forces and chips from the process would not disturb the measurement. Currently due to the inherent sensitivity of the ESPI method this is almost impossible. It therefore would be very valuable to develop a method to mitigate the negative effects of these rigid body motions so that accurate ESPI measurements can be performed even under non‐ ideal conditions, and so that specimen removal and replacement would be possible. 1.5 Literature Review 1.5.1 ESPI Robustness The sensitivity to outside disturbances and delicate nature of ESPI equipment and measurements are well known. Currently the predominant method of circumventing these limitations is to perform measurements in a very controlled, isolated environment. Some work however has been done with the goal of increasing ESPI robustness to provide a more direct solution to the delicate nature of the measurement. 8 Ritter et al. [13] first investigated using a small Michelson interferometer in conjunction with a conventional out of plane ESPI system to remove the effect of out of plane vibrations between the ESPI system and the specimen. This was accomplished by using the information from the Michelson interferometer as an additional signal fed into the phase stepper of the larger system. By synchronizing the phase stepping mechanism with the environmental vibrations, detrimental effects of these vibrations could be reduced for environmental vibrations with frequencies up to 100 Hz. Chau [14] proposed an alternate method of correcting for environmental vibrations within digital shearing speckle interferometry (DSSI), a measurement technique similar to ESPI. This process continually monitored a DIC subset relatively unaffected by the measured displacements within the images acquired. By continuously computing the correlation coefficient, an algorithm was developed that only acquired images at moments when the subsets happened to be well correlated. Using this result, DSSI fringes were able to be obtained for vibrations with an amplitude of up to 1 mm and frequencies of 25 Hz. Findeis et al. [15] performed experiments using ESPI to measure thermal stresses in the presence of mechanical environmental vibrations induced by a compressor. By increasing the shutter speed of the camera significantly and utilizing a variety of mechanical and opto‐ electrical shutters, the effect of the environmental vibrations was mitigated significantly and reasonable measurements were possible for the environmental disturbances tested. Mechanical shutters were constructed in the form of discs with various slots to mechanically simulate pulsed laser illumination. By synchronizing the frequency of the rotating slots with the 9 exposure time of the camera, the effects of the environmental vibrations were able to be somewhat mitigated. For the best performance however this type of solution was found to be unwieldy and too large for more portable systems. Optical shutters were also investigated in the form of a liquid crystal modulator (LCM) and lithium niobate crystal. The LCM proved too slow to be effective, however the lithium niobate crystal was able to accommodate the much shorter exposure times required to diminish the effect of the environmental vibrations. Reu and Hansche [16] recently suggested that speckle correlation may be recovered for ESPI measurements with displacements on the same order as the speckle size at the specimen. Similar to the method developed in this thesis, by utilizing DIC data in conjunction with ESPI images, they showed speckle correlation could be reasonably recovered. Unfortunately details of the results and methods were not discussed and the idea appears not to have been pursued any further. 1.5.2 Digital Image Correlation Using Laser Speckles The use of laser speckles within DIC measurements has experienced rapid growth in recent years, mainly due to the increased popularity and growth of digital image correlation methods in general. Initial work was performed by Peters, Ranson, Chu and Sutton [17‐19] who first examined using DIC methods in combination with laser speckles to measure full field displacements and rigid body motions for specimens with optically rough surfaces. Takai and Asakura [20] examined the effectiveness of using laser speckle based DIC measurements to measure full field displacements of a beam in bending and a specimen undergoing thermal expansion. They determined that the upper limit of measurable 10 displacement was controlled by the DIC subset size used for matching, and the lower limit of displacement was somewhat controlled by the speckle size and pixel resolution of the imaging system. Chen and Chiang [21] as well as Sjödahl and Benckert [22] examined the optimum laser speckle size for displacement, and work by both authors suggested speckle size selection according to the Nyquist, or Shannon sampling theorem produced reasonably accurate results. Chen and Chiang examined in plane displacements of 200µm of an aluminum plate and performed various measurements using a constant speckle size and varying the camera used in order to vary the sampling frequency. They determined using a camera with a physical pixel size of approximately half (0.528) the speckle size produced the best results, where the correlation coefficient peak was the best defined. Another important conclusion from this work involved identifying the spatial dependence of laser speckles; the pattern will not translate exactly with the surface of a specimen. Taking a slightly different approach, Sjödahl and Benckert performed a similar investigation. They examined the effectiveness of DIC measurements on computer generated speckle images with speckles of various sizes and using various subset sizes. They determined that using speckles of approximately twice the pixel dimensions of the camera produced good results. Also, by keeping the ratio of subset to speckle size above 10, the DIC measurement was successful about 80% of the time. 1.6 Research Goals Currently ESPI is largely limited to laboratory use within very controlled environments. In many applications however, measurements must be performed in non‐ideal environments. These 11 environments can introduce rigid body motions during measurements that completely compromise the measurement itself. Although previous work has been done to minimize the effect of environmental displacements, specimen shifting still remains a significant problem for ESPI measurements. Therefore, the main goal of this research is to develop a method to counteract the effect of rigid body motions on ESPI measurements, with the ultimate goal of helping to move ESPI from a fragile laboratory technique to a more robust field measurement method. In the case of ESPI applied to hole‐drilling, this new method would provide better resistance to environment‐induced rigid‐body motions. By counteracting specimen shifting, specimen removal and replacement would also be possible in simple fixtures. This would allow drilling and its negative effects to be separated from the ESPI system as well as increasing measurement speed and accuracy. 1.7 Overview of Experiments First, the performance and accuracy of DIC using ESPI speckle images (EDIC) will be evaluated using the experimental apparatus. The effectiveness of using DIC with both laser and painted speckles will also be investigated. The performance of the EDIC method for residual stress hole drilling measurements will then be examined by performing measurements involving various rigid body motions and disturbances. Finally the possibility of the removal and replacement of the specimen after drilling will be investigated. 12 2 Electronic Speckle Pattern Interferometry (ESPI) 2.1 The Nature of Light and the Laser Speckle Phenomenon Light transmission can be modeled as the propagation of a harmonic plane wave. Its amplitude and phase can be mathematically represented by a complex phasor: expሺ ሻm m mA a i (2.1) where: = Amplitude of the wave = Phase of wave CCD cameras and similar sensors measure light intensity, which can be expressed as: 2mI A (2.2) A random ‘speckle’ pattern is created when illuminating a surface with a coherent source, i.e., a source where all parts of the light have fixed relative phase. The pattern forms due to the constructive and destructive interference of light waves reflecting from the surface features. A typical imaging setup with a detector array and lens is shown in Figure 2.1. If light waves interfere at the imaging plane constructively, then a bright speckle will be formed, if they interfere destructively then a dark speckle will be formed. ma m The cohe relations construct coherent dark and specimen speckle p the surfa Since the recorded pattern it the surfa Fig rence of the hip between ive or destr source and light speckl illuminated attern is no ce itself. phase or am as values o self can be ce moves, t ure 2.1 – Th source is im the rays of uctive inter the speckle es caused by using conv t visible, an plitude of f intensity, w considered he speckles e speckle p portant be light shown ference. Fig pattern is c the cohere entional wh d the only fe the light can hich can be as a set of s move with i henomeno cause witho in Figure 2 ure 2.2 (a) s learly visible nt interfere ite light. Si atures in th not be mea expressed urface mark t. The speck n (Adapted ut it there i .1, and thus hows a spec . It is chara nce. Figure nce the sour e image are sured direct as shown in ers virtually les also cha from [26]) s no fixed p no fixed po imen illumin cterized by 2.2 (b) show ce is not co the physica ly, the spec equation (2 attached to nge intensit hase sitions of ated with a the random s the same herent, a l markings o kle pattern .2). The sp the surface y with moti 13 n is eckle . As on 14 (a) (b) due to their spatial dependence; as the surface moves the incident light will interfere differently causing the speckles to change phase from light to dark. This is the governing principle behind several speckle pattern techniques including ESPI. 2.2 Speckle Size The size of the speckles within an image can also be controlled by varying the optical setup used. Considering the optical setup shown in Figure 2.3, the size of the speckles contained within an image can be estimated as: [27] (1 ) (1 )F MS f M a (2.3) where: = Speckle size = Source wavelength = focal length of the lens = aperture size = magnification, defined as = f number of lens defined as Figure 2.2 – (a) Specimen illuminated with coherent light (b) Specimen illuminated with white light S F i o d d a M f F a (a For an op size of an on the ty advantag speckle s ) Fig tical system image can pe of measu eous ‐ the r ize. Figure 2 Fig ure 2.3 ‐ Spe with a set be controlle rement, co esolution of .4 shows tw ure 2.4 ‐ Spe ckle image source and w d by varying ntrolling the several typ o images ta ckle image (b) optical setu ith compo the f numb size of the es of speckl ken of the s taken with p (Adapted nents fixed a er of the im speckles wit e measurem ame specim (a) f = 8 (b) from [27]) t set distan aging syste hin an imag ents is cont en with on f = 32 ces, the spe m. Dependi e can be rolled by th ly the f num 15 ckle ng e ber 16 of the lens and the camera exposure time varied to let in equivalent amounts of light. Comparing the two images it is quite apparent how varying the speckle size can affect the resolution of the image – the hole clearly visible in Figure 2.4 (a) is nearly completely obscured in Figure 2.4 (b). 2.3 A Typical ESPI Optical Setup Figure 2.5 shows a typical optical setup used in ESPI measurements. There are several main components: a coherent light source, a beam splitter, a phase stepper and a camera to record the speckle images. ESPI is typically used to evaluate full‐field surface displacements or vibrations. The general procedure for an ESPI measurement is to record the speckle pattern created by splitting and recombining light from a coherent source. Speckle patterns are recorded before and after some mechanical displacement. These speckle pattern recorded second is modulated by surface displacements; by examining the phase change of the speckles before and after displacement occurs, information about the surface displacement can be inferred. The inten illuminat Applying Fig sity distribu ion and refe equation (2 ure 2.5 ‐ A t tion measu rence beam .2), ypical ESPI red on the C s as: I 1I I I optical setu CD can be e 2 1 2m mA A 2 1 22 cI I p (Adapted xpressed as os from [28]) the superposition of th 17 e (2.4) (2.5) 18 where is the phase of the interference pattern created by the reference and illumination beams and 1I and 2I are the intensities of the illumination and reference beams respectively. For a surface displacement d , the intensity distribution becomes: 1 2 1 2' 2 cosI I I I I (2.6) where is the phase change caused by to the motion of the surface. A challenge of ESPI measurements is how to determine this phase change . Since the only measurable quantity is intensity, an additional technique is needed to evaluate the phase change of the speckles due to the movement of the measured surface. 2.4 Phase Stepping The observed intensity distribution corresponding to the speckle pattern created by splitting and recombining the coherent light source is described by equation (2.5). After surface displacements occur, the phase difference between the two beams becomes: 1 2 1 2' 2 cos 'I I I I I (2.7) where: , = the intensities of the illumination and reference beam respectively ' = phase of interference pattern after surface displacement By combining equations (2.5) and (2.7), it can be seen that: ' (2.8) 2I1I Thus, th phase ch expresse To solve This is do Sets of im images b With n be rewrit e phase can ange due to d as: for the phas ne by phase Fig ages, I and efore displa being a kno ten using th be measure the displac e difference stepping [2 ure 2.6 ‐ Ph J are record cement, the wn set of ph e additive c d before ( ements I , a system o 9] schemat ase steppin ed before a set of imag nI A ase steps, u osine identi ) and after can be dete cosA B f equations ically shown g schemati nd after the es can then cos(B sually in 90 ty as: ( ' ) the surf rmined. Sim in the form in Figure 2 c (Adapted f surface dis be written )n ° increment ace displace plifying, (2 of (2.9) mu .6: rom [30]) placement. as: s. Equation ment then .5) can be st be forme Considering ( (2.10) can a 19 the (2.9) d. the 2.10) lso 20 cos sinn n nI A u v (2.11) where: cos( )u B sin( )v B The system of equations can be re‐written as: 1 11 1 cos sin 1 cos sinn n n I A u I v d Gm (2.12) where: Forming a least squares solution by minimizing the error yields: min 0 T T error d Gm dd Gm d Gm dm G Gm G d (2.13) Simplifying equation (2.13) yields: 2 2 cos sin cos cos sin cos cos sinsin sin cos sin n n n n n n n n n n nn n n n n IA u I v I (2.14) 1 11 1 cos sin , , 1 cos sinn n n I A d G m u I v 21 Equation (2.14) is the general form of a least squares solution for a phase stepping scheme involving n steps. In this work a common 5 step scheme [29] is used with n = [0°,90°,180°,270°,360°]. Using these values, equation (2.14) can be solved to yield the desired phase difference between the illumination and reference beams as: [31] 4 2 1 2 3 4 5 7( )tan 4 6 4 I I I I I I I (2.15) By considering both phase stepped sets of images, and ' can be determined, yielding the phase change due to the change in optical path length, . Finally, this change can be related to actual surface displacement by using the sensitivity vector sK : 2 ssK d (2.16) where: 2k and 1k are defined as the propagation vectors of the illumination and reference beams respectively, as illustrated in Figure 2.7. 2 nk 2 1s K k k 22 Figure 2.7 ‐ ESPI setup including propagation vectors (Adapted from [28]) This phase difference can be plotted on the range of [0,1] forming a fringe pattern as: 1 (1 cos ) 2 (2.17) Figure 2.8 (a) shows an example synthetic fringe pattern. The pattern can be visualized as a topographic map of the surface displacement in the direction of the sensitivity vector, where each pair of light and dark fringes represents a displacement of a wavelength of the light source. 2.5 Fringe Patterns and Phase Unwrapping The phase difference evaluated in equation (2.15) lies on the range of [ , ] . Angles outside this range are “wrapped” into the range by addition or subtraction of multiples of 2π. To determine the absolute phase difference due to change in optical path length over the entire image this data must be unwrapped. Figure 2.8 (b) shows the phase difference along the 23 line shown in Figure 2.8 (a). The phase experiences several jumps as the unwrapped phase reaches the limits of [ , ] . An “unwrapping” process is required to add 2 where these jumps occur to restore the unwrapped “true” value of the phase difference that is not constrained on the range [ , ] . This unwrapped phase is then used to determine the surface displacements. Here, a common phase unwrapping algorithm [32] is used. (a) (I made these figures myself using synthetic fringes and MATLAB) (a) (b) (c) Figure 2.8 ‐ (a) Fringe pattern (b) Wrapped phase difference (c) Unwrapped phase difference 2.6 S ESPI invo phase ch during al that the s Figure 2. occupyin could mo case, the relative t surface d Speckle d disturban decorrela peckle D lves measu ange can be l measurem peckle mov 9 (a) illustra g the pixels ve from the pixels at th o the origin isplacemen ecorrelatio ces. If the ted, the ph ecorrel ring the pha measured p ents. Speck es to a diffe tes a typical marked 1‐4 upper left i e upper left al speckle. T t informatio n is the reas specimen sh ase informa F ation an se change o roviding th le decorrela rent pixel lo speckle pat . If the spec n Figure 2.9 then measu hus, the sp n is lost. on that ESP ifts, even by tion is lost a igure 2.9 ‐ S (a) (a) d Its Eff f speckles c e speckles r tion occurs cation. tern. One s imen displa (a) to the u re a differe eckle phase I measurem very small nd the fring peckle deco ects aused by su emain at the when the su peckle in pa ces to the ri pper right i nt speckle w becomes de ents are so s amounts, th e pattern is rrelation rface movem same pixe rface move rticular is m ght, the spe n Figure 2.9 hose phase correlated ensitive to e speckles b destroyed. ( ent. This l locations s far enough arked ‘X’ ckle marked (b). In that is random and local environmen ecome b) 24 so “X” tal 25 Figure 2.10 ‐ The effect of speckle decorrelation Figure 2.10 shows the effect of speckle decorrelation on an ESPI fringe pattern. The white circles and dimensions representing the hole drilled were added to the figure separately. Figure 2.10 (a) shows an undisturbed ESPI hole drilling fringe pattern where no rigid body motions have occurred during the measurement. Figure 2.10 (b) shows the same fringe pattern if a motion of one pixel (15 m ) to the right had occurred after drilling. The pixel decorrelation has introduced substantial noise and the quality of the fringe pattern is greatly decreased. Figure 2.10 (c) shows the fringe pattern where the surface has moved 2 pixels (30 m ) to the right after drilling. The thin line in Figure 2.10 (c) is placed for scale and is 2 pixels wide. In this case the fringe pattern is completely destroyed with only noise remaining. These figures clearly illustrate how severely speckle decorrelation can affect ESPI measurements. Even very small motions of the surface can completely destroy the measurements. Speckle motion can be caused by a number of factors. These include air turbulence, mechanical vibrations, specimen motion within its fixture or, in the case of hole drilling ESPI measurements, the drilling process. Simply touching the workpiece can even cause sufficient motion to decorrelate the measurement. Speckle decorrelation is a serious problem for ESPI Undisturbed ESPI fringe pattern Shifted +1 pixel right after drilling Shifted +2 pixels right after drilling (a) (b) (c) 26 measurements that is currently preventing more widespread use of the method. If specimen motion could be counteracted, then the robustness of the ESPI method could be significantly improved. Being able to recover accurate measurements even in the presence of rigid body motions would represent a solid step towards moving ESPI from a sensitive lab technique to more robust field use. 3 Dig 3.1 D Digital Im between from the displacem Figure 3. the came values re ital Ima igital Im age Correla a pair of im first image ent has oc 1. Each pixe ra used. 0 r present sha Figu ge Corr age Cor tion (DIC) is ages. It is b is selected a curred. Digi l holds a va epresents b des of grey. re 3.1 ‐ Dig elation relation a popular o ased on the nd a match tal images a lue from 0 t lack, and th ital image s & ESPI ptical meth principle of is found wit re recorded o a maximu e maximum torage of a Fringe C od used to d image matc hin a secon as intensity m value det value repre painted spe orrecti etermine re hing; a tem d image afte distribution ermined by sents white ckle image on lative moti plate or sub r some s, as shown the bit dept . Intermedi 27 on set in h of ate 28 A correlation coefficient which relates the template to its potential match can be defined as [33]: ( , ) ( , ) ( , ) x y c s t f x y w x s y t (3.1) Figure 3.2 ‐ The correlation coefficient (Adapted from [33]) where the terms are defined as shown in Figure 3.2 and the sums are computed over the pixel area currently covered by the template, ( , )w x s y t . ( , )f x y represents the second image where the template is being searched for, with size M x N . ( , )w x y is the template, or feature of interest, selected from the first image. By moving a template sized area, ( , )w x s y t , over 29 some range of sand t in , the distribution of the correlation coefficient can be built up. For each position ( , )s t of the template, the correlation coefficient, ( , )c s t , can be computed. This coefficient will reach a maximum where the best match of ( , )w x y and is found. This process is illustrated in Figure 3.3. Figure 3.3 (c) shows the correlation coefficient distribution, with higher values represented as brighter areas. The correlation coefficient is shown to reach a maximum at the location where the template is matched correctly; however areas where poorer matches were found, around the other characters, appear as well. One of the difficulties with equation (4.1) is its dependence on the amplitudes of and . If these functions change amplitudes the values of the coefficient will change accordingly. In order to remove this dependence, equation (4.1) can be normalized to form the normalized correlation coefficient (NCC) [33]: ( , )f x y ( , )f x y ( , )f x y ( , )w x y (c)(b)(a) Figure 3.3 – Template matching using the correlation coefficient (a) Base image ( , )f x y (b) Template ( , )w x y (c) Correlation coefficient distribution ( , )c s t (Adapted from [34]) Figure Equation template falls on t template By repea displacem equation partially padded w Another features 3.4 ‐ Deter NCC (3.2) remov and area u he range of from one im ting this pro ent data fo (3.2), the m be placed ov ith blank va important c within the im mining tem ( , ) x s t es the depe nder review [‐1,1]. By fin age to ano cess for ma r the entire atching pro er areas wh lues; howe onsideration ages. Alth plate displa ( , ) x y y f f x y ndence on and norma ding the m ther can be ny small tem image. It s cess suffers ere there a ver accuracy when perf ough image cement 2 ( , ) x y x y f f amplitude b lizing to a un aximum of t determined plates, it is hould be no near the ed re no image still suffers orming DIC s with a var ( , ( , w x s y t w x s y y removing it magnitud he NCC, the , as shown In this ca enclosin template using the displace image 1 possible to ted howeve ge of the im data. In th greatly. measureme iety of featu 1/ 2 ) ) w t w the mean in e. This new displaceme in Figure 3.4 se, the bou g the letter . By determ NCC within ment d of to 2 can be build up a s r that due to ages since t ese cases th nts is the ch res such as 2 tensities of coefficient nt of the . nded area ‘A’ is the ining its mo image 2, th the feature determined et of the nature he template e images ar aracter of t grids, lines o 30 (3.2) the now tion e from . of will e he r dots can informat several id is known If the tem to any on a perfect case, the determin In order t random s that no fa template 3.1.1 D A popula the surfa exhibit th informat simple sp speckles not chan be used in D ion content entical max as the corre plate, indic e of the pos match will motion of t ed as a scal o avoid this peckle patt lse positive displaceme igital Ima r choice for ce under inv e desired q ion content ray can is su are physical ge significan IC, the best . If a period ima as the t spondence ated by the itions indic be found. T he template ar multiple o problem, h erns are oft s are report nt solution ge Correl image corre estigation. ualities for D so long as t fficient. Th ; they are d tly as the su results are ic pattern is emplate is p problem in dark box, is ated by the herefore, in can only be f the patte igh informa en used to e ed and that is unique. ation Usin lation is a ra An example IC measure he size of th e advantage urable and h rface unde obtained us used, it is p eriodically image matc moved vectors, this rn size. tion nsure the g Painted ndomly spr is given in ments – the e paint spec of a painte ave no spat r investigatio F p ing random ossible for t matched ac hing and illu Speckles ayed painte Figure 3.1. y are rando kles is contr d pattern li ial depende n moves, u igure 3.5 ‐ T roblem patterns wi he coefficie cording to th strated in F d speckle pa Painted spe m, and have olled. Ofte es with the f nce. Their p nless very la he corresp th high nt to registe e pattern. igure 3.5. ttern applie ckle pattern high n paint from act that the ositions als rge ondence 31 r This d to s a o do 32 deformations occur. This durability and consistency aids in producing accurate DIC results. Because of the desirable characteristics, recently the use of painted speckle DIC has been applied within various areas of experimental mechanics including tensile testing [9] , strain field measurement [11] and residual stress measurement. [35,36] 3.1.2 Digital Image Correlation Using Laser Speckles The characteristic speckle pattern created using a laser light source also contains many of the same characteristics as a painted speckle pattern – the pattern is highly random, unique and has dense information content. All of these qualities make laser speckle images an attractive choice as the basis for DIC measurements. Laser speckles also have the added advantage of not needing physical application; all that is required is a coherent monochromatic light source and the object to have a suitable surface finish with roughness on the scale of the source wavelength. The main disadvantage of using laser speckles is the impermanence of the pattern. As the surface moves, the speckles move along with the surface. However, the local illumination gradually changes from place to place, and so the pattern of the speckles correspondingly changes. In addition, the phase of the speckle pattern can change, causing light speckles to become dark, and vice‐versa. These behaviours present obvious problems for DIC measurements as the template matching process suffers due to both the change in phase and speckle shape. Despite these challenges, laser speckle DIC measurements have been applied in similar areas to that of painted speckle DIC, with the majority of the applications aimed at strain and displacement measurements [10,24]. Due to the influence of the surface features on the laser speckle pattern, additional applications involving surface condition 33 monitoring [25] have also recently been explored. These measurements involve monitoring the correlation coefficient for a certain area as the surface condition changes. 3.2 ESPI Fringe Correction Procedure Currently due to their inherent sensitivity to relative motions and environmental disturbances, ESPI measurements are limited largely to laboratory use in very controlled environments. Specimen rigid‐body motions cause speckle decorrelation, which corrupts the critical phase information necessary to determine the surface displacement. The ESPI fringe correction procedure proposed here represents a method to correct rigid‐body motions by re‐correlating speckle images and therefore restoring the ESPI fringe map. A similar idea was first suggested by Reu and Hansche [16] but was never pursued. The procedure makes use of DIC methods to first determine the rigid‐body motions that have occurred during the ESPI measurement. This is done using the captured ESPI image sets as the basis of DIC displacement measurements. By using these laser speckle images, the rigid body motions that occurred between the image sets can be determined. Once these motions are known, the affected ESPI image set can be mathematically shifted in order to ensure the speckle phase information is re‐correlated. Figure 3.6 shows an outline of the fringe correction procedure. In order t are selec used. Th in the eq the searc represen search ar the maxi for one s o determin ted circumfe e search ran uivalent for h area. Figu ts a separat ea by shiftin mum value ubset. Figure 3. e the rigid b rentially ar ge can be s m of the Pea re 3.7 show e subset. Fo g the temp of the NCC i 6 ‐ The ESPI ody motion ound the ce et according rson produ s an examp r each subs late pixel by s found. Fig fringe corre s of the spec ntre of the m ly, and the ct‐moment le of how th et, a NCC di pixel over t ure 3.8 show ction proce imen, corre easureme normalized correlation e subsets a stribution is he search a s a NCC dis dure lation subse nt; a 60x60 cross correl coefficient, re selected ‐ built up ove rea. From t tribution an ts, or patch pixel subset ation coeffic is formed ov each box r the select hat distribut d its maxim 34 es, is ient, er ed ion, um Figure Figure 3.7 ‐ 3.8 ‐ NCC d DIC subset s istribution election and maximum 35 Forming achieve s surround constant The NCC pixel whe Since the ordinates the NCC dist ub‐pixel res ing 8 pixels. s, a‐f: maximum a re the max pixels are u of each of Fig ribution usi olution, a 2 Starting w nd surround imum value nit spaced, the 9 pixels ure 3.9 ‐ NC ng equation D quadratic ith the gene z a bx ing pixels a of the NCC a matrix eq as: C maximum (3.2) allow function is f ral form of a 2cy dx ex re defined a is located. uation can b and surrou s matching t it to the ma 2D quadra 2y fy s shown in e formed by nding pixel o integer pi ximum valu tic, there ar Figure 3.9, w considerin s xel values. T e and the e 6 unknow ith 5 being g the co‐ 36 o n (3.3) the 37 1 2 3 4 5 6 7 8 9 1 1 1 1 1 1 1 0 1 0 0 1 1 1 1 1 1 1 1 1 0 1 0 0 1 0 0 0 0 0 1 1 0 1 0 0 1 1 1 1 1 1 1 0 1 0 0 1 1 1 1 1 1 1 z z a z b z c z d z e z f z z (3.4) This system is overdetermined since there are 9 equations and only 6 coefficients. Here, it is chosen to fit the coefficients a b c d f exactly to the central five points 2 4 5 6 8 and coefficient e to the average of the corner points 1 3 7 9. This procedure focuses the fit on the central points. The coefficients can then be determined by addition and subtraction as: 5 6 4 8 2 4 6 5 1 3 7 9 2 8 5 ( ) / 2 ( ) / 2 ( ) / 2 ( ) / 4 ( ) / 2 a z b z z c z z d z z z e z z z z f z z z (3.5) Once the quadratic is formed, directional derivatives are calculated in order to find its maximum. Continuing from equation (3.3): 2 0 2 0 z b dx ey x z c ex fy y (3.6) Equation relative t These res Once the according Mathem speckle c they orig To summ develope process d Figure s (3.6) can f o the maxim ults are add relevant rig ly. Bi‐linea atical shiftin orrelation. inally did wi arize, digita d. This algo iscussed. T 3.10 ‐ Info image inally be sol um pixel as ed to the m id body mo r interpolati g of the ima The speckle thin the firs l image cor rithm will b he aim of th rmation los shifting ved to yield : x y aximum int tions are de on is used t ge sets to a s in the seco t set. This p relation has e used as th e process is s due to the co‐ordin 2 2 2 4 2 4 bf ce df e be cd df e eger pixel v termined, th o account fo ccount for t nd set of im ixel re‐regis be recove solution to edge, ther shifted are possible th the loss of can becom been invest e main com to mitigate ates of the alue to allow e affected r the sub‐p he rigid‐bod ages now o tration allow red and the be largely e is no infor a, so image ere. Figure pixels near e quite larg igated and ponent of t the negativ maximum o sub‐pixel i set of ESPI im ixel image sh y motions r ccupy the s s accurate surface disp restored. A mation to m recorrelatio 3.9 shows a the image e e for large i a basic algo he ESPI fring e effects of f the NCC nterpolation ages is shi ifts. e‐establishe ame pixels a phase data lacement t the image ove into th n is not n example dge This lo mage shifts. rithm e correction specimen ri 38 (3.7) . fted s s to e of ss gid 39 body motions within ESPI measurements. If this fringe correction process can be proven effective, the robustness of ESPI measurements will be significantly improved, potentially allowing measurements to be performed in more adverse environments as well as other related benefits. 40 4 Experimental Validation 4.1 Hybrid ESPI – DIC Apparatus An experimental apparatus capable of making hole drilling ESPI measurements was constructed to test the feasibility and effectiveness of the proposed DIC fringe correction procedure. Figure 4.1 illustrates the layout and major components of the experimental apparatus. Figure 4.1 ‐ Apparatus schematic Table 4.1 lists the major components of the apparatus. The ESPI portion of the apparatus – encompassing the beam splitter mirror and piezoelectric actuator, was custom designed and built. Chip suction was also implemented within the drilling apparatus to minimize impact o illustrate F the spread n optical co the apparat igure 4.2 – of the meta mponents a us. ESPI beam s llic particles nd measure plitter asse Figure 4. cut from th d surfaces. T mbly 4 ‐ Drill asse e hole and he photos i Fig mbly to reduce th n Figure 4.2 ure 4.3 – A eir adverse ‐ Figure 4.4 djustable m 41 irror 42 Table 4.1 ‐ Apparatus components Component Make/Model Specifications Laser JDS Uniphase CDPS532M 532nm wavelength, 50mW Camera Prosilica EC 750 640 x 480 resolution, 8 bit grayscale color depth with telecentric lens Piezoelectric Actuator Piezomechanik PSt 150/7x7/7 9µm maximum extension 3‐Axis Stage Daedal Drill and specimen mounting possible High Speed Drill NSK EMS‐3041 25k rpm max speed Drill Stage Newport CMA‐25CCCL Spring return, lead screw driven The objective of the apparatus design was flexibility. Each beam can be adjusted independently, as can the vertical mirror placed near the specimen. This allows the area of the specimen under investigation to be uniformly illuminated by coherent beams oriented with the proper incidence angles. By repositioning and adjusting the components, a range of specimens can easily be accommodated. Attaching the selected specimen directly to the 3 axis table allows known specimen rigid‐body motions to be accurately created. This allows the effectiveness of EDIC as well as the DIC fringe correction procedure to be explored systematically. 4.2 ESPI System Validation Upon completion of the ESPI apparatus, it was necessary to first validate that it provided accurate measurements. Since residual stress hole drilling measurements are used as the test case for DIC fringe correction within this work, measurement of a specimen with a known residual stress field was examined. The spec National By measu comparin Figure 4. calibrate Although drilling re work dea provide E described imen used w Laboratory, ring the spe g the result 5 shows the d specimen. frequently sidual stres ls with ESPI SPI fringes. in [12]. as a ring an New Mexic cimen usin s to those o ESPI fringe Figure 4.5 used to com s solution w measureme All residua d plug spec o. This spec g the newly btained in L result from ‐ Fringe res pare the ac ill not be di nts; residua l stresses ca imen provid imen had p constructed os Alamos t a hole drillin ult using ca curacy of ES scussed in d l stress hole lculated are ed by Dr. M reviously be experimen he new app g measurem librated spe PI fringes w etail within drilling is o done so exa . Steinzig of en calibrate tal apparatu aratus could ent perfor cimen ithin this re this thesis. nly used as ctly in the m the Los Ala d at Los Ala s and be verified med on the search, the The focus o a test case t anner 43 mos mos. . hole f this o 44 The induced stress field within the specimen according to the measurements and calculations performed in Los Alamos is compared with the solution measured using the experimental apparatus in Table 4.2. Table 4.2 ‐ Calibrated vs. measured stresses The measured stresses agree with the calibrated values within about 4MPa. This is an encouraging result and gives credibility to the experimental system. The stress difference is modest compared with practical residual stresses, which can be in the range of some hundreds of MPa. Expressing the difference as a percentage of the yield strength of the material gives a more relative indication of the scale of the differences in the measurement. These errors are all less than 2%, and this again indicates the measurements are in good agreement. Comparing the two results they are shown to be in good agreement, differing by only a few MPa when comparing each of the three in plane stress components. Since the capacity of the constructed system to measure residual stresses accurately has now been proven, the investigation of ESPI fringe correction using this apparatus can be explored with greater confidence. x y xy Calibrated Stress (MPa) 35.6 57.5 ‐0.3 Measured Stress (MPa) 31.4 53.2 ‐2.9 Difference (MPa) 4.2 4.3 2.6 % Difference w.r.t. yS (%) 1.5 1.5 0.9 45 4.3 DIC Measurements Using ESPI Images Examining a typical ESPI measurement, a large amount of data is available for analysis. When using a 4‐step phase stepping algorithm, 8 total images are therefore available for each ESPI measurement; 4 captured initially ‐ the reference set, and 4 captured after some mechanical change ‐ the fringe set. Each of the images within each set is phase stepped according to the scheme described in section 2.4. Due to the phase dependent nature of laser speckles, this causes the images within each set to vary significantly. Figure 4.6 shows sections from a set of 4 phase‐stepped images. These sections are taken from the same location of each image. The phase‐ stepping among these images causes them to appear very different, even though they share the same underlying speckle pattern. Speckles are seen to change phase from light to dark as well as to change shape from image to image. This image variation becomes the first challenge when attempting to utilize ESPI images within DIC measurements. When examining an arbitrary pair of images, one from the reference set and one from the fringe set, it is possible that the speckles could be in phase, out of phase, or somewhere in between. For successful DIC measurements it is imperative that the pattern being matched remains consistent from image to image. Because phase variation has a direct effect on intensity, using these phase‐stepped images directly is not suitable for DIC image Figure 4.6 ‐ Sections of a phase stepped set of images 46 analysis. Therefore, it is essential to develop some means of mitigating this pattern fluctuation due to phase variation. Returning to equation (2.10), the intensity distribution created by the illumination and reference beams within a phase stepped image can be expressed as: cos( )n nI A B (4.1) In order to construct images suitable for DIC analysis, the quantities A and B which are seen to be phase independent, are of interest. By solving equation (2.18) in the case of a 4 step algorithm, these quantities can be expressed in terms of the four phase‐stepped image intensities at a given pixel as: 2 2 4 2 3 11 2 3 4 ( ) ( ) 4 2 I - I I II I I IA B (4.2) Therefore, A and B ’images’ can be constructed from the 4 images within a phase stepped set. To test the feasibility and effectiveness of utilizing these new phase independent images within DIC measurements, statistical tests of DIC capabilities were conducted on an example specimen mechanically displaced by eighteen 0.1mm increments up to 1.8mm using the three‐axis table. In order to minimize the backlash errors within the table, the specimen was moved backwards and forwards each time before recording images to take up slack in the table drive system. Sets of four phase‐stepped ESPI images were measured after each displacement. For the 47 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0 20 40 60 80 100 120 St an da rd De vi at io n ( pi xe ls ) Image Shift (pixels) "A" Image Min. Image Max Image "B" Image magnification used, a 0.1mm displacement corresponded to 6.1 pixels. DIC evaluations of the image displacement were done at one hundred 50x50 pixel patches in a 10x10 grid spanning the images. The standard deviations of these DIC evaluations and the average correlation coefficients 2R within the patches gave indications of the statistical quality of the results. Figure 4.7 shows the standard deviation of the DIC displacement estimates vs. amount of image shift. A lower standard deviation indicates less statistical uncertainty and hence greater expected computational precision. In general, the standard deviation increases with image shift, indicating that the speckle pattern does not simply translate, as would happen with images of displaced physical surface features. ESPI speckle patterns from displaced surfaces slowly change due to differences in the illumination at different points in space. Figure 4.7 ‐ Standard deviation of DIC displacement estimates vs. amount of image shift 48 The lowest of the four lines in Figure 4.7 shows the DIC results using the constant “A” from equation (4.2). The adjacent bold line shows the results from “B” image, which are comparable to the “A” results but deteriorate at higher image shifts. The “Min. Image” and “Max. Image” lines respectively show the minimum and maximum standard deviations observed among the 16 possible combinations of four initial stepped images with four final stepped images. The “Min. Image” results derive from the ESPI images that happen to be in phase, and give results similar to those from the “A” images. However, it is not known in advance which particular ESPI images are in phase. Thus, it would be necessary to test all image combinations to find them, Figure 4.8 ‐ Average correlation coefficient R2 vs. amount of image shift 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 0 20 40 60 80 100 120 Co rr el at io n C oe ffi ci en t R 2 Image Shift (pixels) "A" Image Min. Image Max Image "B" Image 49 which is not a very practical procedure. The “Max. Image” curve represents case when the chosen images are out of phase, and thus are poorly correlated. The large “Max. Image” standard deviations at small image shifts occur because the speckle patterns remain mostly intact in this range, and so adverse relative phase has a large effect. At larger image shifts, the speckle patterns become distorted, and so the additional distortion caused by adverse phase is no longer so influential. Figure 4.8 shows the average correlation coefficient 2R for the same correlation patches as in Figure 4.7. Higher 2R is desirable, and thus the trends in Figure 4.8 support the conclusions from Figure 4.7. The correlations decrease with amount of image shift, showing the changes in speckle patterns with surface displacement. The 2R values are much lower than the range 0.95 to 0.99 typically achieved with images of physical surface features [8]. This lower correlation occurs because speckle patterns respond to local changes in illumination as well as to surface displacements. Image “A” in Figure 4.8 achieve the best (highest) correlation coefficients; image “B” and the raw ESPI images are consistently lower. Thus, based on both Figure 4.7 and Figure 4.8, the general use of “A” images for DIC analysis is indicated. Based on this result whenever an ESPI based DIC (EDIC) calculation is performed, an “A” image will first be formed for each phase stepped set of images and then the DIC method will be applied. 4.4 M S Having n measure is to inve these qu involving that the s effect of the table inherent selected used to a edges of an averag converte Figure 4. to des easurin peckle S ow establish ments, the f stigate the r alities comp convention ize of the s laser speckl was run ba to the table as before on void measu the image. e recorded d into pixel 9 ‐ Coordina cribe specim g Surfac ize ed an effec ringe correc ange and ac are to those al painted [ peckles used e size on ED ckwards and ’s drive syst a circular g rements los Using these . The DIC r units using a te system u en motion e Motion tive method tion proces curacy of th of physical 37] and lase affects me IC measurem To thi a flat s Consid specim move both t forwards f em. For eac rid as show ing correlat subsets 18 esult was th calibration sed . s Using of using ph s is one step ese measur feature bas r [22] speck asurement ents will a s end, a seri pecimen m ering a co‐o en as show d from an in he x and y d or each set i h phase ste n in Figure 3 ion due to th individual D en compare done by re EDIC & ase stepped closer to re ements. Of ed DIC. In a le based DIC accuracy. B lso be invest es of experi ounted on t rdinate sys n in Figure itial position irections in n order to m pped set, 18 .6. The cen e search ar IC measurem d with the a cording ima the Effe ESPI image ality. The n particular i ddition, pre measurem earing this i igated. ments was c he 3‐axis m tem oriente 4.9, the spe over a rang 0.1mm incr inimize the 60x60 pixe tral area of ea being co ents were pplied displ ges of a prec ct of s within DIC ext logical s nterest is ho vious work ents sugges n mind, the onducted u otorized tab d on the cimen was e of 3mm i ements. Ag slack errors l subsets we the image w nstrained by performed acement, ision scale 50 tep w ts sing le. n ain, re as the and 51 placed on the surface of the specimen. The entire process was then repeated for a range of laser speckle sizes. Recalling equation (2.3), the variation in speckle size was achieved by changing the f# of the lens of the CCD camera. In order to compensate for the change in light incident to the CCD due to this change, the exposure time of the camera was adjusted accordingly to achieve a consistent average intensity over the entire image. The camera parameters for the range of speckle sizes examined are listed in Table 4.3. The speckle size listed represents an estimate calculated using equation (2.3). Table 4.3 ‐ Camera parameters and speckle sizes A higher f# represents a smaller aperture and therefore larger speckles. By closing the aperture down smaller speckles are unable to form and all that remains are the larger ones [38]. In addition to laser speckles, a painted speckle pattern was also examined. This pattern was created directly on the surface of the specimen using a can of conventional black spray paint. When recording images of the painted pattern, only a single image was required as no phase stepping occurred. Specimen illumination was accomplished using diffuse white light from a fluorescent lamp. The experimental results for specimen shifts in the x direction are shown in Figure 4.10. The ideal results obtained from the table itself are shown as a line with unity slope. The accuracy of the various EDIC measurements can then be measured by how closely the f 5.6 8 11 16 22 27 32 Exposure time (ms) 1 3 7 18 40 70 125 Speckle Size, S , (px/s) 0.61 0.87 1.19 1.73 2.38 2.92 3.46 Mean Intensity, I 101 108 104.7 101.3 100.1 101.4 101.2 52 corresponding data matches the table data. Examining Figure 4.10, it becomes very evident that speckle size has a significant effect on the effectiveness of the EDIC measurements. Both the largest and smallest speckles, 3.46px/s and 0.61px/s respectively, perform poorly. The large speckles maintain a reasonably accurate result until a displacement of 82.6 px, or 1.4mm. Beyond that point the solution deteriorates rapidly and deviates from the true displacement more than any speckle size tested. On the other end of the size spectrum, the smallest speckles lose accuracy at even smaller displacements, deviating at displacements of 70.9 px or 1.1mm. When compared to the largest speckles, the smallest speckles tested did provide a closer Figure 4.10 ‐ X Direction EDIC Measurements ‐100 ‐50 0 50 100 150 200 0 50 100 150 200 M ea su re d D is pa lc em en t (p x) Table Displacement (px) Table 0.61 px/s 0.87 px/s 1.19 px/s 1.73 px/s 2.38 px/s 2.92 px/s 3.46 px/s Painted 53 agreement with the applied displacements however. Although neither the smallest or largest speckles performed well, the results improved within the middle of the speckle size range. Speckles 0.87px/s in size, the next smallest speckles, began deviating at displacements of 94.5px followed by the second largest speckles of 2.92px/s at 129px displacement. It is evident examining the data that the trend is towards an optimum speckle size that maximizes the EDIC effectiveness. Consistent with this trend, the datasets representing the midsize speckles, 1.19px/s and 1.73px/s are shown to perform the best, maintaining good agreement with the table displacement right up to the maximum displacement measured of 3mm or 177.2px. Over this range the calculation error remains sub pixel except in a few outlying cases. The painted speckles are shown to give accurate results, matching the applied displacements very closely. This increased accuracy is attributed to the fact that painted speckles are physical features that move with the specimen surface. They are subject to a different limitation caused by the possible presence of geometrical distortions due to aberrations in the imaging optics. However, this is a minor effect with good quality optics. This quality is in stark contrast with laser speckles, which as previously discussed in section 2, do have a spatial dependence relating to the phase of the interference. This causes the speckle pattern to change as the specimen moves, even though the phase dependence has been mitigated by using the technique described in section 4.3. Since DIC measurements rely on the consistency of the pattern being matched this difference indicates that painted speckles will always yield more accurate results than laser speckles. This is confirmed in the experimental results. 54 When examining EDIC measurements in the y direction, much the same trend is observed. These experimental results are shown in Figure 4.11. Again, the largest and smallest speckles lose accuracy the fastest but in this case 2.92px/s is the next speckle size to fail as opposed to 0.87px/s as in the x direction. The general trend however remains the same, with 1.19px/s and 1.73px/s again performing the best of those speckle sizes tested. It should be noted that the last data points shown in Figure 4.11 are especially inaccurate because the search area of several DIC subsets was curtailed by the bounds of the image causing the average measurement to be severely affected. This is due to the 4:3 aspect ratio of the image itself; the increased data available in the x direction allows displacements to be measured at greater distances than in the y direction. This trend is clearly visible when examining the EDIC results. Although painted DIC remains accurate to 2.8mm this is most likely due to the greater strength of correlation when using painted physical features when compared to the spatially dependent laser speckles. Even with the subset being only partially matched, the correlation using painted speckles is strong enough to maintain a reasonably accurate result. 55 Figure 4.12 shows the measurement range of each speckle size in both the x and y directions. The trend towards an optimal speckle size around 1.19px/s and 1.73px/s, where the measurement range is greatest, is clearly shown for both directions. ‐150 ‐100 ‐50 0 50 100 150 200 250 0 50 100 150 200 M ea su re d D is pl ac em en t (p x) Table Displacement (px) Table 0.61 px/s 0.87 px/s 1.19 px/s 1.73 px/s 2.38 px/s 2.92 px/s 3.46 px/s Painted Figure 4.11 ‐ Y Direction EDIC Measurements 56 To examine more clearly the effectiveness of the most accurate speckle sizes F11 and F16 as Examining the data for 1.19px/s, 1.73px/s as well as the painted speckles, the absolute average error and total error were calculated as shown in Table 4.4, omitting the last measurements in the y direction because of the aspect ratio issue. Table 4.4 ‐ EDIC measurement standard deviation for painted and laser speckles 1.19px/s 1.73px/s Painted Average Error (px) 0.60 0.58 0.46 Total Error (px) 32.01 30.56 25.10 0 20 40 60 80 100 120 140 160 180 200 0 0.5 1 1.5 2 2.5 3 3.5 4 M ea su re m en t R an ge (p x) Speckle Size (px/s) X Direction Y Direction Figure 4.12 ‐ Measurement range vs. Speckle Size 57 These data yield much clearer results showing that the laser speckle size of 1.73px/s, where 16f yields speckles that are the most accurate when used within EDIC measurements. Using this size the average error of 0.58px is slightly lower when compared with the average error of 0.60px when using speckles 1.19px in size. This trend is also echoed when considering the total error across all measurements. At 1.73px/s, the average speckle has a size that is larger than the conventional size of 1px. Also, at 1.2px/s the EDIC error is very similar. This suggests speckles 1‐2px in size are the most effective for EDIC measurements. Painted speckles again, as expected, are shown to be more effective than laser speckles, with both an average error and total error lower than either laser speckle size. The average error of 0.46px for painted speckles is relatively high when compared with typical error associated with the DIC method, however errors in the range of 0.001 to 0.5px have been reported within previous work [8,23], which is consistent with this result. The deterioration in DIC correlation accuracy at the extremes of speckle size conforms to theoretical expectations. For a given patch size, DIC correlation accuracy varies approximately inversely with the average linear size of the features within the analyzed images. Thus, the larger speckle sizes associated with larger f give lower correlation accuracy. The DIC accuracy increases as the speckle size reduces with smaller f . However, with the smallest values of f , the average speckle size reduces below the CCD pixel size and cannot be adequately resolved by the camera, thereby also reducing correlation accuracy. This concept was investigated for single beam DSC measurements by Feiel and Wilksch [24] who, based on the work of Sjödahl and Benckert [22] proposed an optimum f number be 58 pd M chosen according to the following criteria, in order to minimize aliasing errors while maintaining the highest resolution possible: 2 (1 ) pdf M (4.3) Where: = Physical pixel size = Magnification = Source wavelength Equation (4.3) is based on the Nyquist criterion, which states that in order to accurately measure a signal containing a maximum frequency of Y , the signal must be sampled at a frequency of 2Y . Physically, the speckle pattern contains speckles at a frequency of the inverse of the speckle size as defined in equation (2.3). The sampling frequency in this case is defined as the inverse of the pixel size. By this reasoning, equation (4.3) was developed to yield the corresponding f number in line with the Nyquist criterion and speckle size as defined by equation (2.3). Using equation (4.3) for the case of the experimental apparatus, the optimum 18.49f shows good agreement with the experimental result of 16f . This indicates that EDIC measurements share similarities to single beam DSC measurements. The particular DIC algorithm used here has been applied in recent work [39] with good results, so the errors in displacement measurement are most certainly due to physical imperfections within the measurement setup. Determining the field of view using a scale introduces certain inaccuracies inherent to the scale itself. Due to physical constraints the camera itself had to be placed at a slight angle to the specimen, decreasing the CCD surface sensitivity to planar displacements. Finally, the 3‐axis table itself is not perfectly accurate and the lead screw drive 59 system contains inherent backlash errors. DIC accuracy could be improved by using a higher resolution camera with a smaller physical pixel size and greater bit depth with a higher magnification lens [8]. In the fringe correction application discussed here, DIC is used only to evaluate bulk specimen motions but not to measure specimen surface displacements directly. Therefore, for this application, the lower accuracy achieved using ESPI images is acceptable. Although more complex DIC algorithms exist [23], this particular one is attractive for its ease of implementation as well as speed. A typical DIC measurement encompassing 18 individual subsets was completed in a few seconds on a 2.14 Ghz processor once the images were recorded. Through these experiments three key results are obtained. First, using the constructed experimental apparatus, surface displacements can be measured accurately with sub pixel resolution using EDIC in excess of 3mm or 177.2px in the x direction and up to 2.1mm or 137.0px in the y direction. This difference in measurement range can be attributed to the aspect ratio of the images used as well as the optical setup. Second, the size of the laser speckles used has a very significant affect on the accuracy and range of the EDIC measurement, with the best results being obtained for this setup using an f number of 16 which corresponds to an average speckle size of approximately 1.73px. Third, using painted speckles consistently produces more accurate DIC results than the proposed EDIC method. By comparison, using this experimental apparatus, both painted DIC and EDIC measurements produce errors on the same scale. Considering the accuracy when using painted speckles, it is on the lower end of the reported range. This is mainly due to various inaccuracies inherent to the apparatus and method itself. The slightly lower accuracy of EDIC should not be a significant concern within the 60 ESPI fringe correction method since the hole drilling surface displacements are measured using ESPI and DIC is used only to re‐correlate the ESPI images. 4.5 Null Fringe Correction Previous experiments have shown that EDIC measurements are capable of measuring surface displacements of significant distances with sub‐pixel accuracy. This is an encouraging result and bodes well for the fringe correction process. A simplified fringe correction is now investigated – one in which no measurement is actually performed and the data is blank. Ideally if the fringe correction is successful, the recorrelation process will yield a completely null fringe. These experiments will provide a good starting point for examining the viability of the fringe correction process. The procedure used for these tests is similar to that used in section 4.4. Using a nominally flat specimen, a set of phase‐stepped images is first recorded to serve as the reference set. The specimen is then displaced a known amount using the table and a second set of fringe images is recorded. The table displacement is calculated using an EDIC solution Based on 18 circumferentially spaced 60x60 pixel patches. Finally the fringe set of images are shifted to reverse the table motion and re‐correlate the laser speckles. Figure 4.13 shows an example set of measurements. 61 (a) (b) (c) Figure 4.13 ‐ (a) Baseline zero fringe (b) Corrupted fringe after 0.5mm displacement (c) Corrected fringe after image shifting Figure 4.13(a) shows the baseline zero fringe obtained by recording consecutive sets of phase stepped images without moving the table. In the ideal case this fringe would be completely blank; however slight texture created by measurement noise is visible. This noise is caused by the superposition of a random speckle pattern on a regular CCD pixel grid. Figure 4.13 (b) shows the fringe obtained after the specimen has been shifted 0.5mm in the positive x direction. As expected, the speckle correlation is completely lost and the resulting fringe pattern is destroyed. Finally, after performing the EDIC measurement, the fringe images are shifted accordingly to correct for the 0.5mm displacement. The resulting fringe is shown in Figure 4.13 (c), which shows that the speckle correlation has been restored, but with a large phase gradient superimposed across the image. This initial result shows promise – speckle correlation can indeed be recovered, however the cause and correction of the resulting phase gradient needs to be determined. 4.5.1 P Upon inv visible in of severa beam ex source, w reference one of th corrected perfectly conical b 4.14. If t d , the p shown in beam 2 d therefore The bea being con in Figure hase Gra estigation, t Figure 4.13 l factors. W pander is pla hich makes beams con e factors th ESPI fringe flat specim eams at ang he specimen ath length o Figure 4.15 ecreases by changes by ms can be id ical in shap 4.16. The co dients – C he cause of (c) was foun ithin the ex ced directly both the ill ical in shap at causes ph s. Consider en imaged a les 1 and is then shi f beam 1 inc and similar 2sind . T : ealized as o e due to the ne angles o ause and the phase g d to be a co perimental in front of umination a e. This coni ase gradien the ideal ca symmetrica 2as shown fted right by reases by d ly the path l he relative (d riginating fr beam expa f the beams Correctio radient mbination apparatus, a the laser nd cal shape is ts within se of a lly by two in Figure a distance 1sin as ength of path length 1sin sin om point so nder and ill can be des n 2) urces at a d uminating a cribed as Figure 4. illuminat undergo Figure 4 beam 1 istance L fro n image D 14 ‐ Conical ion of a flat ing a shift d .15 ‐ Path le due to spec m the surfa wide as sho asymmetri specimen ngth chang imen shift 62 (4.4) ce, wn cal e of 63 1 1 2 2cos , cosD DL L (4.5) Because of the conical shape of the beam, the beam angles, or angles of incidence, vary across the image. Considering only a one‐dimensional image, the beam angles on the left side will be 1 2 1 2,2 2 and on the right they will be 1 2 1 2,2 2 respectively. Considering the change in path length at the left and right side of the image yields: 1 2 1 2 1 2 1 2 sin 2 2 sin 2 2 L R d d (4.6) Finally calculating the total path length based on equation (4.6) and simplifying using trigonometric identities yields: 2 12 12 cos sin cos sin2 2L R d (4.7) For small cone angles, and substituting equation (4.5) this yields: 2 22 1cos cosL R dDL (4.8) Utilizing trigonometric identities, equation (4.8) simplifies to: Figure 4.16 ‐ Conical beam illumination 64 1 2 1 2sin sinL R dDL (4.9) Phase difference can then be related to the change in path length using the wavelength of the source as: 2L R L R (4.10) Simplifying equation (4.10) yields: 1 2 1 22 sin sindDL (4.11) Where: = Specimen shift distance = Image width at specimen = Source wavelength = Beam path length = Beam 1 angle of incidence = Beam 2 angle of incidence The phase gradient due to the conical illumination beams and angles of incidence can be calculated using equation (4.11). To validate this equation, an experiment was performed where the flat mirror that reflects the illumination beam was mounted on a precision turntable. By rotating the mirror set angular increments, the angle of incidence of the reference beam was varied. Sets of images were recorded before and after a constant specimen shift of 0.25mm in the x direction. The fringe set of images were then shifted back into alignment according to the EDIC result and the number fringes measured numerically using a least squares solution in the same manner described later in this section. Figure 4.17 shows the results of the mirror turning experiment. d D λ L 1 2 65 As shown in the figure, the experimental data matches the results from equation (4.11) quite well. The difference between the two results may partly be due to the difficulty of accurately identifying the illumination distance “L” because the position of the source focal point could not be exactly identified. The remaining phase gradients are caused by the change in the relative path length of the illumination and reference beams from one side of the image to the other. These changes in path length can be attributed to a combination of factors. Any specimen curvature in the z direction will cause phase gradients as the specimen is moved since the relative path lengths of ‐5 ‐4 ‐3 ‐2 ‐1 0 1 2 3 4 5 ‐15 ‐10 ‐5 0 5 10 15 Fr in ge s (2 πr ad ) Δθ, (°) Ideal Data Experimental data Parallel Illumination Figure 4.17 ‐ Conical beam phase gradient validation results 66 the illumination and reference beams will change according to the curvature. Specimen motion that is not completely parallel to the x‐y plane of the specimen will also change the relative path lengths across an image and introduce a phase gradient, as will specimen rotation. To summarize; if the angles of incidence of the two beams is not constant across the specimen surface and specimen motion occurs, the path lengths of the two beams will not change equally and a phase gradient will occur. Specimen rotation will also cause phase gradients for the same reason. For nominally flat specimens, adding lenses to create parallel illuminating beams and adjusting the optical equipment to create constant angles of incidence will allow planar motions to produce very little relative phase change. After adding the lenses and adjusting the vertical mirror near the specimen to create nominally equal angles of incidence, the phase gradients of various planar motions in the x and y direction after fringe correction are shown in Figure 4.18. 0.2mm (12.9 pixels) 0.4mm (25.5 pixels) 0.6mm (37.6 pixels) 0.8mm (50.4 pixels) Figure 4.18 ‐ Phase gradients for various specimen shifts The top row of figures shows specimen motions in the x direction, and the bottom row shifts in the y direction. The relative size of the shifts can be seen by observing the band of information 67 loss visible at the edge of the fringe patterns. The noise content clearly increases with specimen shift due to the speckle pattern gradually changing shape. As the speckles change shape, some of the speckle correlation is lost upon shifting the images back and the noise is increased. Therefore it is expected that fringe correction will only be feasible up to a certain range which is to be investigated in future experiments. Comparison of Figure 4.13 with Figure 4.18 shows that the residual phase gradient has been largely corrected. A slight phase gradient is still visible with larger specimen motions however, even with the addition of parallel lenses and beam adjustment. It should also be noted that using physical methods to correct phase gradients requires the equipment to be adjusted independently for each specimen measured. The fringes in Figure 4.18 were obtained after careful adjustment to illustrate that this type of gradient correction is possible. In a more practical application however it is very likely that phase gradients will still occur; even for the case shown after careful adjustment slight phase gradients exist. Therefore an additional method to systematically correct this artifact would be very beneficial. To this end, phase gradient correction by mathematical methods was investigated. A least‐ squares solution, similar to that used to solve for pixel phase (equations (2.17)‐(2.20)) is used to estimate these phase gradients. The gradient is considered as a bi‐linear function in the form of: P Qx Ry (4.12) Considering an area within the image bounded by two concentric circles containing n pixels: 68 11 1 22 2 1 1 1 n n n x y P x y Q R x y (4.13) where ,n nx y are the co‐ordinates of the pixel with the origin equal to that of the circles bounding the area and n being the phase of the pixel. This equation is over determined and can be solved using the least‐square method. The polynomial coefficients can be determined as: 2 21 x y P Q R x y (4.14) Once the phase gradient is calculated using equation (4.14) it can be subtracted from the fringe pattern, yielding a more accurate result of the true measurement fringe. Figure 4.19 (a) shows a corrected zero fringe with a specimen motion of 0.5mm; the phase gradient is clearly visible. Figure 4.19 (b) shows the same fringe after the phase gradient is subtracted using the least squares solution. (a) (b) Figure 4.19 ‐ (a) Corrected fringe with phase gradient (b) Corrected fringe after phase gradient subtraction 69 The fringe after phase subtraction is clearly much cleaner; the gradient is removed leaving a fringe pattern much closer to the ideal case of a completely white image. Correcting for the phase gradients in the case of residual stress hole drilling measurements serves mainly to help avoid unwrapping errors. The stress calculation itself has provisions for removing the effect of the gradients; however unwrapping errors can still damage the stress solution. By removing the phase gradients, the possibility of extraneous unwrapping errors is significantly reduced. For ESPI measurements of other kinds however, mitigating phase gradients may prove to be more significant. To summarize, although phase gradients are created using the proposed ESPI fringe correction process, they can be corrected using a combination of physical and mathematical methods. These experiments show that after such treatment, a restored zero fringe is shown to have good agreement with the ideal case of a completely null image. Noise is clearly visible and will increase with larger specimen shifts as the speckles change shape, but within a certain range, the ESPI fringe correction process is shown to be feasible for the case of blank fringes. 4.6 Validation of ESPI Fringe Correction Using Hole Drilling The fringe correction process has been shown to be feasible for correcting a null measurement fringe which is an important result. Ideally however this process will be used to correct rigid body motions affecting actual ESPI measurements. Therefore, in order to test the effectiveness of the process in an actual application, the process was applied to actual ESPI hole drilling measurements. These series of experiments involved comparing a baseline measurement performed under controlled conditions with a corrupted measurement containing some 70 specimen rigid‐body motion. The fringe correction procedure was performed on the corrupted measurement, and the recovered fringe pattern was used as the basis of the residual stress solution. This recovered solution was then compared with the solution obtained using the baseline measurement to establish the effectiveness of the correction process. By repeating this experiment for various specimen motions, a range over which fringe correction is possible was determined. The specimen used for these tests was the same calibrated specimen used in section 4.2. Since this specimen contained a well‐known residual stress distribution, a measurement which matches this stress was known to be accurate and serves as the baseline. So long as the recovered measurement matches the baseline, its accuracy can be safely assumed. The initial tests performed examined the maximum range of specimen motion that could be corrected. The results for the various specimen directions are shown in Figures 4.20‐4.23. The dark black lines represent the baseline measurement performed in section 4.2. If the residual stress solution remains close to the line, then the process is successful. Both positive and negative Z direction specimen shifts were considered since it was thought the depth of field of the lens may have an effect on the range of correction. Examining the results, it’s quite apparent that the procedure is effective over a specific range, after which the solution deteriorates rapidly. If a deviation of ± 3 MPa is considered, the correction is effective over the ranges shown in Table 4.5. The standard deviation is also tabulated for each stress component within this table. 71 ‐20 0 20 40 60 80 100 120 0 0.5 1 1.5 2 2.5 St re ss (M pa ) Y Direction Specimen Shift (mm) σX σY τxy Figure 4.20 ‐ Recovered stress solution vs. X direction specimen shift Figure 4.21 ‐ Recovered stress solution vs. Y direction specimen shift ‐20 0 20 40 60 80 100 120 0 0.5 1 1.5 2 2.5 St re ss (M pa ) X Direction Specimen Shift (mm) σX σY τxy y xy x y xy x 72 ‐20 0 20 40 60 80 100 120 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 St re ss (M pa ) +Z Direction Specimen Shift (mm) σX σY τxy ‐20 0 20 40 60 80 100 120 0 0.5 1 1.5 2 St re ss (M pa ) ‐Z Direction Specimen Shift (mm) σX σY τxy Figure 4.22 – Recovered stress solution vs. +Z direction specimen shift Figure 4.23 ‐ Recovered stress solution vs. ‐Z direction specimen shift y x x y x x 73 Table 4.5 ‐ Range and deviation of fringe correction process Specimen Shift Direction Range (mm) Standard Deviation (Mpa) x y xy X 1.4mm 0.283 0.642 0.243 Y 1.2mm 1.086 0.928 0.356 +Z 0.8mm 0.516 1.065 0.186 ‐Z 0.9mm 0.445 1.230 0.339 The data in the table show that specimen motions in the out‐of‐plane (Z) direction have the most detrimental effect on the measurement recovery, as the range of correction in these directions were both significantly lower than the in plane (X,Y) directions. This follows from the fact that specimen motions in the z direction change the path length of both ESPI beams much more than in‐plane motions. As the pattern changes the re‐correlation process suffers and the measurement is lost. Another trend is observed examining the standard deviations of the various in plane stress components. The y component of stress exhibits the highest deviation across nearly all specimen motions. This may be attributed to the fact that the optical setup of the ESPI system is aligned to measure displacements in the x direction only. For y‐stresses, such displacements occur only through the action of Poisson’s ratio, and are only about one third the size of the corresponding displacements for x‐stresses. Thus, measurement of x‐ displacements gives sensitivity to y‐stresses of about one third the sensitivity to x‐stresses. This trend is evident when considering the graphs. The y component of stress consistently deviates from the true solution first while the x component of stress, which is more directly measured, maintains agreement some distance longer. If the system was adapted to measure all three components of stress evenly, by changing the sensitivity vector such that x and y displacements 74 are measured equally, the range of correction for this application could most likely be extended. 4.7 Specimen Removal and Replacement As well as increasing the resilience of ESPI measurements to specimen rigid body motions, the ESPI fringe correction process developed here has now made possible a novel measurement method. Throughout previous experiments the drilling process was integrated within the apparatus – the drill was moved into position after the reference set of images was recorded. This can cause problems however as chips created during drilling can contaminate the optics and the cutting forces themselves can disturb the optical equipment. If drilling could be performed at a separate location these problems could be avoided, and the apparatus itself could be simplified. This provided the motivation for the following experiments. The specimen used for these tests was developed for previous work [40] for hole drilling residual stress measurements. To establish a baseline residual stress result, a series of 5 measurements was performed with the specimen fixed rigidly to the optical table. The results are shown in Figure 4.24, with the average for each in plane stress component plotted as a straight line. 75 Figure 4.24 ‐ Removal & replacement baseline tests with the specimen fixed Examining these results, they are quite closely grouped around the averages indicating reasonable consistency. This average stress solution therefore represents a reasonable baseline residual stress solution for this particular specimen. If a measurement produced using specimen removal and replacement can produce a similar solution it can be successfully validated. ‐20 0 20 40 60 80 100 120 140 160 1 2 3 4 5 St re ss (M Pa ) Measurement # σX σY τxy y xy x To accom hold the process o existing E with the replaced repeatab additiona the expe straight l does sho with all t between experime Figure plish specim specimen in f these exp SPI system. same drillin in the fixtur ility of the r l 10 times, riment are s ine. Consid w promise. he measure the baselin nts is show 4.25 ‐ Speci en remova the path of eriments co The fixture g system us e and the fr eplacement with a new f hown in Fig ering the res The remova ments space e tests wher n in Table 4 men fixture l and replac the ESPI be nsisted of a was then b ed in previo inge set of i procedure ringe set of ure 4.26, wi ults, there l and replac d closely ar e the specim .6. ement, an a ams. This f ligning the s olted to the us experime mages was the specime images bein th the avera is definite va ement proc ound the av en was fixe dditional fix ixture is sho pecimen in optical tabl next m the se record remov bolted differen nts. After d recorded. I n was then g recorded ge of all 10 riation; how ess is show erage. A nu d, and the ture was co wn in Figure the fixture w e. The hole arked on th t of referenc ed. The spe ed from the to a separa t location a rilling, the s n order to t removed an each time. tests again s ever the m n to have go merical com removal and nstructed to 4.25. The ithin the location wa e specimen e images w cimen was fixture and te fixture at nd then dril pecimen wa est the d replaced The results hown as a easurement od repeatab parison replaceme 76 s and as then a led s an of ility nt 77 Figure 4.26 ‐ Removal and replacement residual stress results Table 4.6 ‐ Removal and replacement vs. baseline numerical comparison Comparing both tests numerically shows that they are in good agreement, with the stress component in the y direction varying more than the other two. Again this can be attributed to the low sensitivity to displacements in the y direction. This difference may also be attributed due to the need to reposition the specimen and fixture independently of the previous tests. ‐20 0 20 40 60 80 100 120 140 1 2 3 4 5 6 7 8 9 10 St re ss (M Pa ) Measurement # σX σY τxy Average (MPa) x y xy Baseline 129.4 92.4 0.4 Removal & Replacement 123.5 78.2 ‐6.4 Absolute Difference 5.9 14.2 6.9 y xy x 78 Although care was taken to try and return the specimen to the same position used in the fixed tests, small deviations could cause a slightly different measurement due to the beam angles of the illumination and reference beam changing. Since the removal and replacement results are consistently lower than those of the fixed tests, this could certainly be the case. A graphical comparison of the fringes obtained during both the baseline and removal and replacement tests are shown in Figure 4.27 This figure clearly shows the effectiveness of the fringe correction process as well as good agreement between the baseline fixed specimen measurements and the removal and replacement measurements. The effectiveness of the correction process is clearly evident when considering Figure 4.27 (b) and (c). (b) shows a completely corrupted fringe pattern, while after correction (c) shows a fringe pattern with good contrast and well defined fringes. Comparing Figure 4.27 (a) and (c) the similarity is evident; the fringe patterns show very close agreement, indicating that a comparable solution can indeed be obtained using specimen removal and replacement, even using the simple fixture that was constructed. The noise content is slightly higher in the corrected fringe however this is typical of the correction process as previously discussed and does not affect the measurement significantly. Figure 4.27 ‐ (a) Baseline fringe (b) Removal and replacement fringe before correction (c) Removal and replacement fringe after correction 79 The experimental results presented in this section work to investigate and validate the various aspects of the ESPI fringe correction process. In order generate accurate ESPI data, an adjustable ESPI hole drilling apparatus was constructed and validated using a calibrated specimen. In order to make use of phase stepped ESPI images for DIC measurements (EDIC), a phase independent method was successfully developed. The size effect of the speckles within these ESPI images was investigated and an optimum speckle size of 1.73px, which yielded the largest EDIC measurement range, was determined for this optical setup. Null fringe correction, representing the most basic application of the fringe correction process, was investigated and shown to be successful; however a phase gradient artifact was encountered. The cause of these phase gradients was determined analytically, validated experimentally and corrected using a combination of both physical and mathematical methods. Once the fringe correction process was established, it was applied to ESPI hole drilling measurements. Using the 3 axis table, specimen motions were systematically created within hole drilling measurements. By comparing recovered solutions after fringe correction with a baseline measurement performed in controlled conditions, the accuracy of the process could be assessed. This allowed the effective range of the correction process to be determined. Finally, a new ESPI measurement method involving removal and replacement of the specimen was investigated. This type of measurement was made possible due to the flexibility afforded by the fringe correction process. It was shown that this type of new measurement is accurate and repeatable when compared with a baseline measurement performed in the conventional manner. 80 5 Conclusions and Future Work 5.1 Conclusions A novel adaptable ESPI system was designed and constructed The ESPI apparatus developed here was designed and constructed for use when measuring residual stresses using the hole drilling method. The apparatus was validated using a specimen with a known residual stress field; results were obtained and shown to be in good agreement with the stresses contained in the specimen. Phase independent DIC using ESPI phase stepped image sets (EDIC) was developed By constructing a phase independent image from the available images within a stepped set, accurate DIC results could be obtained using the existing images within an ESPI measurement. Statistical tests determined that using an average (“A”) image yielded the best results of any possible combination of phase‐stepped images or other phase independent quantities. Using this new EDIC method, the effect of laser speckle size was investigated systematically by varying the optical configuration of the apparatus. It was determined that speckle size did have a significant effect on EDIC effectiveness, and an optimum lens aperture F16 was determined to yield the most accurate results for this particular apparatus. This agrees well with previous work done on single beam DSC measurements. When compared with conventional painted speckles, EDIC was found to be less accurate, but the errors within both methods were comparable. The difference in accuracy can be attributed to the spatial dependency of laser speckles. Physical surface features do not suffer from this dependency and therefore generally 81 yield more accurate DIC results. Using EDIC, displacements in excess of 150 pixels or 2.5mm were measured successfully with sub pixel error. An ESPI fringe correction process was developed to correct for specimen motion Utilizing EDIC measurements, an ESPI fringe correction process was developed and successfully applied to residual stress hole drilling measurements. Significant specimen rigid body motions occurring between the recordings of phase stepped sets were able to be corrected using this method. Phase gradients resulting from this fringe correction were investigated and were found to be mostly caused by the use of conical illumination beams. This mechanism was shown analytically and experimentally. The phase gradients were largely mitigated by the addition of lenses to convert the conical illumination into parallel illumination. In addition, the optical equipment was carefully adjusted to ensure equal angles of incidence for both the reference and illumination beams. Even with careful optical adjustments, some gradients remained due to specimen rotations and curvature. To address these remaining gradients, mathematical correction by a least squares solution and subtraction method was developed. Using a precision 3‐axis table, specimen motions were inserted into actual ESPI residual stress measurements after the hole drilling had occurred. Using the fringe correction process, measurements could be recovered accurately for specimen motions of up to 1.4mm in the x direction, 1.1mm in the y direction and 0.8mm and 0.9mm in the positive and negative z directions respectively. These results were validated by matching them to conventional ESPI measurements performed on the same specimen. Without the fringe correction process, 82 motions of approximately 0.030mm in any direction would compromise the measurement entirely. The fringe correction process is therefore shown to improve the ability of ESPI to measure stress accurately, independent of these motions, by 2 orders of magnitude. This result is encouraging with respect to helping ESPI move to more practical use in the field, especially in terms of a portable ESPI system. Within such an application, it would be very possible for the specimen to shift after drilling, due to either environmental disturbances or the drilling itself. Using the fringe correction process developed, no additional equipment or data are required, and the ability of the system to handle specimen motions is significantly improved. Specimen removal and replacement was investigated A novel residual stress hole drilling technique was also made possible by the fringe correction process. Previously the drilling process had been integrated within the experimental apparatus; however measurements where the specimen was removed for drilling and replaced within the system were investigated. A simple fixture was developed for this purpose, and a new specimen was fabricated. This specimen was then measured 5 times using the conventional measurement method with the specimen fixed, and a baseline residual stress solution was established by taking the average of these tests. The specimen and fixture were then aligned within the system and the new process was tested. In this case the specimen was removed after the reference set of images was recorded, drilled at a separate location with the same drilling system used previously, and replaced within the fixture. The fringe set of images was then recorded and the fringe correction procedure was applied. Using this method, results 83 were obtained that were comparable to those done in the baseline tests with the specimen fixed. In order to test the repeatability of the method, the specimen was removed and replaced an additional 9 times and a new set of fringe images was recorded. The results for all 10 tests were shown to be in good agreement indicating that the process possesses good repeatability. This is an exciting result as it creates several new possibilities. The drilling system can now easily be separated from the ESPI apparatus. By doing this, the optical system itself can be simplified, and components can be placed in better alignment. In addition, the chips created during the cutting process can be kept separate from the delicate optical equipment. Even with the chip suction system implemented, specimen chips were still a problem within the apparatus and they would often obstruct the vertical mirror in particular. This problem can now be avoided. In addition, the data corruption caused by the cutting forces induced during the drilling process can also be avoided using specimen removal and replacement. Specimen removal and replacement also opens the possibility of measuring a single specimen at multiple attitudes within a single system. For instance, consider a hole drilling measurement performed on a thin plate. Two measurements can now be performed simultaneously on the front and back faces of the plate by simply taking a reference set of images with the specimen in the fixture, flipping the specimen and recording reference images of the back face. By repeating this process after the hole is drilled, displacement data for the front and back face can be obtained simultaneously. Previously it would be necessary to devise an extremely complicated ESPI system to achieve this type of measurement however through this work it is now possible using the conventional ESPI system constructed. 84 5.2 Future Work Investigate correction of individual stepped images for active correction This work has been shown to correct specimen motions occurring in between recording sets of phase‐stepped images. Vibrations may cause the specimen to shift during the acquisition of a phase‐stepped set, causing the steps to deviate from the desired 90‐degree increments. Some work was done examining the feasibility of correcting individual images within a set, however the tests done were mainly inconclusive because the induced vibrations were too fast to be accurately captured by the camera; significant blurring occurred which destroyed the speckle correlation. The use of stroboscopic laser illumination in combination with a higher speed camera could reduce this blurring. If this is possible, then individual images within a set could possibly be corrected in the same manner as full sets within this work, so long as the imaging frequency was high enough to minimize the displacement between each image in a set. This could allow another significant increase in ESPI system robustness and could mitigate the effect of vibrations and other disturbances common to field environments. Extend fringe correction to in plane rotations Within this work, a fringe correction process is developed that can account for planar motions and out of plane rotations. It is possible however that in plane (xy) specimen rotations could occur as well. Therefore, it follows logically that adapting the process to account for these rotations as well as investigating the performance of rotation correction should be investigated in the future. 85 Develop a portable ESPI system The ESPI fringe correction process represents a solid step towards constructing a viable ESPI system for portable measurements. Using this method as well as the adjustable design developed for the experimental apparatus, it become practical to develop a feasible system that could be used for making mobile residual stress measurements. If work was done to develop single image correction for more active specimen motion correction the robustness of a portable system could be even further increased. 86 References [1] J. De Lemos, H. Mischo, T. Pfeifer, Comparison of Strain/Stress Measurements on Free Form Surfaces Using ESPI and Strain Gauge Technique, Proceedings of SPIE ‐ The International Society for Optical Engineering, v 4420, Laser Metrology for Precision Measurement and Inspection in Industry (2001) 123‐131. [2] M.V. Rao, R. Samuel, A. Ananthan, S. Dasgupta, P.S. Nair, Electronics Speckle Interferometry Applications for NDE of Spacecraft Structural Components, Proceedings of SPIE, v 7155, Ninth International Symposium on Laser Metrology (2008) 563‐571. [3] F. Jin, F.P. Chiang, ESPI and Digital Speckle Correlation Applied to Inspection of Crevice Corrosion on Aging Aircraft, Research in Nondestructive Evaluation v 10 (1998) 63‐73. [4] G.S. Schajer, M. Steinzig, Sawblade Vibration Mode Shape Measurement Using ESPI, Journal of Testing and Evaluation, v 36 (2008) 259‐263. [5] J.M. Sabatier, V. Aranchuk, W.C.K. Alberts II, Rapid High‐Spatial‐Resolution Imaging of Buried Landmines Using ESPI, Proceedings of SPIE, v 5415, Detection and Remediation Technologies for Mines and Minelike Targets IX, (2004) 14‐20. [6] G.S. Spagnolo, D. Ambrosini, D. Paoletti, ESPI for Mosaics Diagnostics, Proceedings of SPIE. v 4778, Interferometry XI: Applications (2002) 377‐384. [7] M. Steinzig, E. Ponslet, Residual Stress Measurement Using the Hole Drilling Method and Laser Speckle Interferometry: Part 1, Experimental Techniques, v 27, (2003) 43‐46. [8] M.A. Sutton, Digital Image Correlation for Shape and Deformation Measurements, Springer Handbook of Experimental Solid Mechanics, (2008). [9] D. Amodio, G. Broggiato, F. Campana, G. Newaz, Digital Speckle Correlation for Strain Measurement by Image Analysis, Experimental Mechanics, v 43, (2003) 396‐402. [10] I. Yamaguchi, Measurement and Testing by Digital Speckle Correlation, Proceedings of SPIE v 7129, Seventh International Symposium on Instrumentation and Control Technology: Optoelectronic Technology and Instruments, Control Theory and Automation, and Space Exploration, (2008) 71290Z‐9. [11] L. Muravs'kyi, M. Hvozdyuk, T. Polovynko, Evaluation of The Surface Strains in the Composites by the Methods of Digital Speckle Correlation, Materials Science, v 43 (2007) 568‐ 573. 87 [12] G. Schajer, M. Steinzig, Full‐Field Calculation of Hole Drilling Residual Stresses From Electronic Speckle Pattern Interferometry Data, Experimental Mechanics, v 45, (2005) 526‐532. [13] R. Ritter, K. Galanulis, D. Winter, E. Mueller, B. Breuckmann, Notes on the Application Of Electronic Speckle Pattern Interferometry, Optics and Lasers in Engineering. v 26, (1997) 283‐ 299. [14] F.S. Chau, J. Zhou, Combined Digital Speckle Shearing Interferometry and Digital Image Correlation for Analysing Vibrating Objects, Proceedings of SPIE ‐ The International Society for Optical Engineering, 2nd International Conference on Experimental Mechanics, v 4317, (2001) 380‐385. [15] D. Findeis, J. Gryzagoridis, D.R. Rowland, Vibration Isolation Techniques Suitable for Portable Electronic Speckle Pattern Interferometry, Proceedings of SPIE ‐ The International Society for Optical Engineering, Nondestructive Evaluation and Health Monitoring of Aerospace Materials and Civil Infrastructures, v 4704, (2002) 159‐167. [16] P.L. Reu, B.D. Hansche, Digital Image Correlation Combined With Electronic Speckle Pattern Interferometery for 3D Deformation Measurement In Small Samples, SEM Annual Conference and Exposition on Experimental and Applied Mechanics 2006, v 3, (2006) 1396‐1402. [17] W.H. Peters, W.F. Ranson, Digital Imaging Techniques in Experimental Stress Analysis, Optical Engineering, v 21 (1982) 427‐431. [18] M. Sutton, W. Wolters, W. Peters, W. Ranson, S. McNeill, Determination of Displacements Using an Improved Digital Correlation Method, Image Vision Computing, v 1 (1983) 133‐139. [19] T. Chu, W. Ranson, M. Sutton, Applications of Digital‐Image‐Correlation Techniques to Experimental Mechanics, Experimental Mechanics, v 25, (1985) 232‐244. [20] N. Takai, T. Asakura, Vectorial Measurements of Speckle Displacement by the 2‐D Electronic Correlation Method, Applied Optics, v 24, (1985) 660‐665. [21] D.J. Chen, F.P. Chiang, Optimal Sampling And Range of Measurement in Displacement‐Only Laser‐Speckle Correlation, Experimental Mechanics, v 32, (1992) 145‐153. [22] M. Sjodahl, L.R. Benckert, Systematic and Random Errors in Electronic Speckle Photography, Applied Optics, v 33, (1994) 7461‐7471. [23] P. Bing, Performance of Sub‐Pixel Registration Algorithms in Digital Image Correlation, Measurement Science and Technology, v 17, (2006) 1615. [24] R. Feiel, P. Wilksch, High‐Resolution Laser Speckle Correlation for Displacement and Strain Measurement, Applied Optics, v 39, (2000) 54‐60. 88 [25] M. Sjodahl, L. Larsson, Speckle Correlation Used for Measuring Micro‐Structural Changes in Paper, Proceedings of SPIE, Speckle Metrology 2003, v 4933, (2003) 33‐38. [26] G. Cloud, Optical Methods in Experimental Mechanics Part 26: Subjective Speckle, Experimental Techniques, v 31, (2007) 17‐19. [27] G. Cloud, Optical Methods in Experimental Mechanics Part 27: Speckle Size Estimates, Experimental Techniques, v 31, (2007) 19‐22. [28] D.M. Kennedy, Z. Schauperl, S. Greene, Application of ESPI‐Method for Strain Analysis in Thin Wall Cylinders, Optics and Lasers in Engineering, v 41, (2004) 585‐594. [29] J.C. Wyant, Phase‐Shifting Interferometry, Optics 513 Course Notes, (1998), pp. 1‐38. Available at: http://www.optics.arizona.edu/jcwyant/Optics513/ChapterNotes/Chapter05/3.PrintedVersion PhaseShiftingInterferometry.pdf . Retrieved on: July 25th, 2010 [30] Y. An, Residual Stress Measurement Using Cross‐Slitting and ESPI, University of British Columbia, MASc Thesis, (2008). [31] R.S. Sirohi, Optical Methods of Measurement : Wholefield Techniques, New York : Marcel Dekker, (1999). [32] H. Kadono, H. Takei, S. Toyooka, A Noise‐Immune Method of Phase Unwrapping in Speckle Interferometry, Optics and Lasers in Engineering, v 26 (1997) 151‐164. [33] R.C. Gonzalez, Digital Image Processing, Reading, Mass. : Addison‐Wesley, (1992). [34] E.L. Hall, A Survey of Preprocessing and Feature Extraction Techniques for Radiographic Images, IEEE Transactions on Computers, v 20, (1971) 1032‐1044. [35] D.V. Nelson, A. Makino, T. Schmidt, Residual Stress Determination Using Hole Drilling and 3D Image Correlation, Experimental Mechanics, v 46, (2006) 31‐38. [36] J.D. Lord, D. Penn, P. Whitehead, The Application of Digital Image Correlation for Measuring Residual Stress by Incremental Hole Drilling, Applied Mechanics and Materials, v 13‐ 14 (2008) 65‐73. [37] D. Lecompte, A. Smits, S. Bossuyt, H. Sol, J. Vantomme, D. Van Hemelrijck, A.M. Habraken, Quality Assessment of Speckle Patterns for Digital Image Correlation, Optics and Lasers in Engineering, v 44, (2006) 1132‐1145. 89 [38] G. Cloud, Optical Methods in Experimental Mechanics Part 24: Demonstrations of Laser Speckle Phenomena, Experimental Techniques, v 30 (2006) 27‐30. [39] B. Winiarski, P.J. Withers, Micron‐scale Residual Stress Measurement using Micro‐hole Drilling and Digital Image Correlation, SEM Annual Conference and Exposition on Experimental and Applied Mechanics 2010, (2010). [40] M.C. Cavusoglu, Improvements In Electronic Speckle Pattern Interferometry for Residual Stress Measurements, MASc Thesis, University of British Columbia, (2007).
Featured Collection
UBC Theses and Dissertations
Enhancing the robustness of ESPI measurements using digital image correlation Bingleman, Luke 2010
Notice for Google Chrome users:
If you are having trouble viewing or searching the PDF with Google Chrome, please download it here instead.
If you are having trouble viewing or searching the PDF with Google Chrome, please download it here instead.
Item Metadata
Download
- Media
- 24-ubc_2010_fall_bingleman_luke.pdf [ 8.46MB ]
- Metadata
- JSON: 24-1.0071157.json
- JSON-LD: 24-1.0071157-ld.json
- RDF/XML (Pretty): 24-1.0071157-rdf.xml
- RDF/JSON: 24-1.0071157-rdf.json
- Turtle: 24-1.0071157-turtle.txt
- N-Triples: 24-1.0071157-rdf-ntriples.txt
- Original Record: 24-1.0071157-source.json
- Full Text
- 24-1.0071157-fulltext.txt
- Citation
- 24-1.0071157.ris
Full Text
Cite
Citation Scheme:
Usage Statistics
Share
Embed
Customize your widget with the following options, then copy and paste the code below into the HTML
of your page to embed this item in your website.
<div id="ubcOpenCollectionsWidgetDisplay">
<script id="ubcOpenCollectionsWidget"
src="{[{embed.src}]}"
data-item="{[{embed.item}]}"
data-collection="{[{embed.collection}]}"
data-metadata="{[{embed.showMetadata}]}"
data-width="{[{embed.width}]}"
data-media="{[{embed.selectedMedia}]}"
async >
</script>
</div>
Our image viewer uses the IIIF 2.0 standard.
To load this item in other compatible viewers, use this url: https://iiif.library.ubc.ca/presentation/dsp.24.1-0071157/manifest