Ultimate strength of glued-laminated timber beam

Bending strength of timber beam has been the subject of interest ever since timber was used for structural purpose. Many studies have dealt with the strength prediction of timber beams in which compression and tension properties of timber were being correlated to their behaviour in bending. Issues r...

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Main Author:	Baharudin, Khairul Salleh
Format:	Thesis
Language:	English
Published:	1996
Subjects:	TA Engineering (General) Civil engineering (General)
Online Access:	http://eprints.utm.my/id/eprint/44061/1/KhairulSallehBaharudinMSKA2019.pdf
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id	my-utm-ep.44061
record_format	uketd_dc
spelling	my-utm-ep.440612023-08-22T01:24:33Z Ultimate strength of glued-laminated timber beam 1996 Baharudin, Khairul Salleh TA Engineering (General). Civil engineering (General) Bending strength of timber beam has been the subject of interest ever since timber was used for structural purpose. Many studies have dealt with the strength prediction of timber beams in which compression and tension properties of timber were being correlated to their behaviour in bending. Issues relating to the bending strength models, stress-strain distribution, movement of neutral axis, modulus o f elasticity, the proportional limit stress, the extreme fibre-tension stress, and the size effects of timber beams, put forw ard by many researchers, were focused on softwood timber of western countries None thus far, has been verified for the hardwood species of local origin This study present the verification of the ultimate bending strength models on local Dark Red Meranti (DRM) timber The applicability of strength models proposed by Zakic, Bazan. and E3uchanan on solid and gluedlaminated (glulam) DRM beams are examined. Some of the findings prompted by previous researchers are observed in this study. The proposed modifications to the Bazan's and Buchanan's model have significantly improved the strength prediction of DRM beams. 1996 Thesis http://eprints.utm.my/id/eprint/44061/ http://eprints.utm.my/id/eprint/44061/1/KhairulSallehBaharudinMSKA2019.pdf application/pdf en public http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:149087 masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution	Universiti Teknologi Malaysia
collection	UTM Institutional Repository
language	English
topic	TA Engineering (General) Civil engineering (General)
spellingShingle	TA Engineering (General) Civil engineering (General) Baharudin, Khairul Salleh Ultimate strength of glued-laminated timber beam
description	Bending strength of timber beam has been the subject of interest ever since timber was used for structural purpose. Many studies have dealt with the strength prediction of timber beams in which compression and tension properties of timber were being correlated to their behaviour in bending. Issues relating to the bending strength models, stress-strain distribution, movement of neutral axis, modulus o f elasticity, the proportional limit stress, the extreme fibre-tension stress, and the size effects of timber beams, put forw ard by many researchers, were focused on softwood timber of western countries None thus far, has been verified for the hardwood species of local origin This study present the verification of the ultimate bending strength models on local Dark Red Meranti (DRM) timber The applicability of strength models proposed by Zakic, Bazan. and E3uchanan on solid and gluedlaminated (glulam) DRM beams are examined. Some of the findings prompted by previous researchers are observed in this study. The proposed modifications to the Bazan's and Buchanan's model have significantly improved the strength prediction of DRM beams.
format	Thesis
qualification_level	Master's degree
author	Baharudin, Khairul Salleh
author_facet	Baharudin, Khairul Salleh
author_sort	Baharudin, Khairul Salleh
title	Ultimate strength of glued-laminated timber beam
title_short	Ultimate strength of glued-laminated timber beam
title_full	Ultimate strength of glued-laminated timber beam
title_fullStr	Ultimate strength of glued-laminated timber beam
title_full_unstemmed	Ultimate strength of glued-laminated timber beam
title_sort	ultimate strength of glued-laminated timber beam
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	1996
url	http://eprints.utm.my/id/eprint/44061/1/KhairulSallehBaharudinMSKA2019.pdf
_version_	1776100536072798208

Ultimate strength of glued-laminated timber beam

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