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International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP) (12th : 2015)
Duration-of-load effect on the rolling shear strength of cross laminated timber : reliability analysis and duration-of-load strength adjustment factor Li, Yuan; Lam, Frank C. F.
Abstract
In this study, the duration-of-load (DOL) effect on the rolling shear strength of cross laminated timber (CLT) was evaluated. A stress-based damage accumulation model is chosen to evaluate the DOL effect on the rolling shear strength of CLT. This model incorporates the established short-term rolling shear strength of material and predicts the time to failure under arbitrary loading history. The model was calibrated and verified based on the test data from low cycle trapezoidal fatigue tests (the damage accumulation tests). The long-term rolling shear behaviour of CLT can then be evaluated from this verified model. As the developed damage accumulation model is a probabilistic model, it can be incorporated into a time-reliability study. Therefore, a reliability assessment of the CLT products was performed considering short-term and snow loading cases. The reliability analysis results and factors reflecting the DOL effect on the rolling shear strength of CLT are compared and discussed. The results suggest that the DOL rolling shear strength adjustment factor for CLT is more severe than the general DOL adjustment factor for lumber; and, this difference should be considered in the introduction of CLT into the building codes for engineered wood design.
Item Metadata
Title |
Duration-of-load effect on the rolling shear strength of cross laminated timber : reliability analysis and duration-of-load strength adjustment factor
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Creator | |
Contributor | |
Date Issued |
2015-07
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Description |
In this study, the duration-of-load (DOL) effect on the rolling shear strength of cross
laminated timber (CLT) was evaluated. A stress-based damage accumulation model is chosen to
evaluate the DOL effect on the rolling shear strength of CLT. This model incorporates the established
short-term rolling shear strength of material and predicts the time to failure under arbitrary loading
history. The model was calibrated and verified based on the test data from low cycle trapezoidal fatigue
tests (the damage accumulation tests). The long-term rolling shear behaviour of CLT can then be
evaluated from this verified model. As the developed damage accumulation model is a probabilistic
model, it can be incorporated into a time-reliability study. Therefore, a reliability assessment of the
CLT products was performed considering short-term and snow loading cases. The reliability analysis
results and factors reflecting the DOL effect on the rolling shear strength of CLT are compared and
discussed. The results suggest that the DOL rolling shear strength adjustment factor for CLT is more
severe than the general DOL adjustment factor for lumber; and, this difference should be considered in
the introduction of CLT into the building codes for engineered wood design.
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Genre | |
Type | |
Language |
eng
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Notes |
This collection contains the proceedings of ICASP12, the 12th International Conference on Applications of Statistics and Probability in Civil Engineering held in Vancouver, Canada on July 12-15, 2015. Abstracts were peer-reviewed and authors of accepted abstracts were invited to submit full papers. Also full papers were peer reviewed. The editor for this collection is Professor Terje Haukaas, Department of Civil Engineering, UBC Vancouver.
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Date Available |
2015-05-21
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Provider |
Vancouver : University of British Columbia Library
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Rights |
Attribution-NonCommercial-NoDerivs 2.5 Canada
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DOI |
10.14288/1.0076184
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URI | |
Affiliation | |
Citation |
Haukaas, T. (Ed.) (2015). Proceedings of the 12th International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP12), Vancouver, Canada, July 12-15.
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Peer Review Status |
Unreviewed
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Scholarly Level |
Faculty; Graduate
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Rights URI | |
Aggregated Source Repository |
DSpace
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Rights
Attribution-NonCommercial-NoDerivs 2.5 Canada