Strength of Glulam rivet connections under eccentric loading
department or school: Applied Science, Faculty of
department or school: Civil Engineering, Department of
data provider: DSpace
degree campus: UBCV
creator: Karacabeyli, Erol
issued: 2010-07-10T17:05:56Z
issued: 1986
related degree: Master of Applied Science - MASc
degree grantor: University of British Columbia
description: Theoretical and experimental studies of the strength of Glulam rivet connections under eccentric loading are presented. Two failure modes are studied: 1. Rivet yielding in bending with simultaneous bearing failure of the wood under the rivet's shank. 2. Wood failure around the rivet cluster. A finite element stress analysis of the connection is carried out, and the effects of different parameters on strength and failure modes are presented. Experimental results on full-size test specimens are used to compare tests and theoretical failure loads. Finally, a design procedure is proposed.
aggregated CHO: https://circle.library.ubc.ca/rest/handle/2429/26303
note: STRENGTH OF GLULAM RIVET CONNECTIONS UNDER ECCENTRIC LOADING by EROL KARACABEYLI M . S . , Y I L D I Z UNIVERSITY , ISTANBUL, TURKEY, 1981 A THESIS SUBMITTED IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF MASTER OF APPLIED SCIENCE i n THE FACULTY OF GRADUATE STUDIES Depar tmen t o f C i v i l E n g i n e e r i n g We a c c e p t t h i s t h e s i s as c o n f o r m i n g t o t h e r e a u i r e d s t a n d a r d THE UNIVERSITY OF BRIT ISH COLUMBIA A p r i l , 1986 © EROL KARACABEYL I , 1986 In p r e s e n t i n g t h i s t h e s i s i n p a r t i a l f u l f i l l m e n t o f t h e r e q u i r e m e n t s f o r a n a d v a n c e d d e g r e e a t t h e U n i v e r s i t y o f B r i t i s h C o l u m b i a , I a g r e e t h a t the L i b r a r y s h a l l make i t f r e e l y a v a i l a b l e f o r r e f e r e n c e and s t u d y . I f u r t h e r a g r e e t h a t p e r m i s s i o n f o r e x t e n s i v e c o p y i n g of t h i s t h e s i s f o r s c h o l a r l y p u r p o s e s may be g r a n t e d by t h e Head o f my D e p a r t m e n t o r by h i s o r h e r r e p -r e s e n t a t i v e s . I t i s u n d e r s t o o d t h a t c o p y i n g o r p u b l i c a t i o n of t h i s t h e s i s f o r f i n a n c i a l g a i n s h a l l n o t be a l l o w e d w i t h o u t my w r i t t e n p e r m i s s i o n . Depa r tmen t of C i v i l E n g i n e e r i n g The U n i v e r s i t y o f B r i t i s h C o l u m b i a 1956 M a i n M a l l V a n c o u v e r , Canada V6T 1Y3 Da te A p r i l , 1986 ABSTRACT Theo r e t i c a l and experimental studies of the strength of Glulam r i v e t connections under e c c e n t r i c loading are presented. Two f a i l u r e modes are studied: 1. Rivet y i e l d i n g i n bending with simultaneous bearing f a i l u r e of the wood under the r i v e t ' s shank. 2 . Wood f a i l u r e around the r i v e t c l u s t e r . A f i n i t e element stress a n a l y s i s of the connection i s c a r r i e d out, and the e f f e…
has type: Thesis/Dissertation
is shown at: 10.14288/1.0062933
language: eng
degree discipline: Civil Engineering
provider: Vancouver : University of British Columbia Library
publisher: University of British Columbia
rights: For non-commercial purposes only, such as research, private study and education. Additional conditions apply, see Terms of Use https://open.library.ubc.ca/terms_of_use.
scholar level: Graduate
type: Text
identifier URI: http://hdl.handle.net/2429/26303