Behaviour prediction of glued laminated timber beam made of different hardwood laminations using transformed section

Glued laminated (glulam) timber structural member is one of the earliest engineered structural woods. A glulam member is primarily wood lamination combined into the desired structural member. The laminations of glulam member may be of any thickness or length; narrow pieces glued edge to edge to form...

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Main Authors: Abu Bakar, Suhaimi, Gan, Chiew Leng
Format: Book Section
Published: Penerbit UTM 2008
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Online Access:http://eprints.utm.my/id/eprint/17024/
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spelling my.utm.170242017-02-05T00:50:39Z http://eprints.utm.my/id/eprint/17024/ Behaviour prediction of glued laminated timber beam made of different hardwood laminations using transformed section Abu Bakar, Suhaimi Gan, Chiew Leng TA Engineering (General). Civil engineering (General) Glued laminated (glulam) timber structural member is one of the earliest engineered structural woods. A glulam member is primarily wood lamination combined into the desired structural member. The laminations of glulam member may be of any thickness or length; narrow pieces glued edge to edge to form a wide glulam, lamination made up of different wood species, or curve laminations (Freas, Selbo (1954)). Due to the limited size of tree, solid timbers sizes are limited. Therefore in cases where beam with long span, larger size, larger load factors and beam with more curvature is needed, glulam is a viable choice. This is as glulam retain properties similar to sawn solid wood (SIRIM (2001)). Penerbit UTM 2008 Book Section PeerReviewed Abu Bakar, Suhaimi and Gan, Chiew Leng (2008) Behaviour prediction of glued laminated timber beam made of different hardwood laminations using transformed section. In: Mechanical Properties And Bending Strength Theory For Malaysian Structural Timber. Penerbit UTM , Johor, pp. 83-93. ISBN 978-983-52-0567-5
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Abu Bakar, Suhaimi
Gan, Chiew Leng
Behaviour prediction of glued laminated timber beam made of different hardwood laminations using transformed section
description Glued laminated (glulam) timber structural member is one of the earliest engineered structural woods. A glulam member is primarily wood lamination combined into the desired structural member. The laminations of glulam member may be of any thickness or length; narrow pieces glued edge to edge to form a wide glulam, lamination made up of different wood species, or curve laminations (Freas, Selbo (1954)). Due to the limited size of tree, solid timbers sizes are limited. Therefore in cases where beam with long span, larger size, larger load factors and beam with more curvature is needed, glulam is a viable choice. This is as glulam retain properties similar to sawn solid wood (SIRIM (2001)).
format Book Section
author Abu Bakar, Suhaimi
Gan, Chiew Leng
author_facet Abu Bakar, Suhaimi
Gan, Chiew Leng
author_sort Abu Bakar, Suhaimi
title Behaviour prediction of glued laminated timber beam made of different hardwood laminations using transformed section
title_short Behaviour prediction of glued laminated timber beam made of different hardwood laminations using transformed section
title_full Behaviour prediction of glued laminated timber beam made of different hardwood laminations using transformed section
title_fullStr Behaviour prediction of glued laminated timber beam made of different hardwood laminations using transformed section
title_full_unstemmed Behaviour prediction of glued laminated timber beam made of different hardwood laminations using transformed section
title_sort behaviour prediction of glued laminated timber beam made of different hardwood laminations using transformed section
publisher Penerbit UTM
publishDate 2008
url http://eprints.utm.my/id/eprint/17024/
_version_ 1643646707051790336
score 13.160551