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Bending behaviour of timber beams strenghthened using bonded-in plates / Hafizah Muhamad Azlan

The structural of timber is usually limited by the relatively low bending stiffness and strength of the material in relation to other product like concrete and steel. Solid timber beam with bigger size are difficult to b obtained. Therefore, the timber beams at factory or existing timber beams th...

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Main Author: Muhamad Azlan, Hafizah
Format: Thesis
Language:English
Published: 2013
Subjects:
Materials of engineering and construction
Online Access:http://ir.uitm.edu.my/id/eprint/12097/1/TM_HAFIZAH%20MUHAMAD%20AZLAN%20EC%2013_5%201.pdf
http://ir.uitm.edu.my/id/eprint/12097/
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spelling my.uitm.ir.120972016-05-14T07:36:27Z http://ir.uitm.edu.my/id/eprint/12097/ Bending behaviour of timber beams strenghthened using bonded-in plates / Hafizah Muhamad Azlan Muhamad Azlan, Hafizah Materials of engineering and construction The structural of timber is usually limited by the relatively low bending stiffness and strength of the material in relation to other product like concrete and steel. Solid timber beam with bigger size are difficult to b obtained. Therefore, the timber beams at factory or existing timber beams that have been built can be strengthened and give equivalent load carrying capacity similar to beam with bigger size. One potential solution to increase the stiffness and strength of the timber is by reinforcing them with plates or rod . In order to attach the reinforcement to timber the use of structural adhesive has been widely accepted ' with condition that the bond formed should be strong enough to transfer shear from one substrate to another. Adhesive can be used to form load-bearing joint in timber structure , both in repair and in new-build applications. An adhesive is expected to hold material together and transfer design loads from one adherend to other within a given service environment for the life of the structure. 2013 Thesis NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/12097/1/TM_HAFIZAH%20MUHAMAD%20AZLAN%20EC%2013_5%201.pdf Muhamad Azlan, Hafizah (2013) Bending behaviour of timber beams strenghthened using bonded-in plates / Hafizah Muhamad Azlan. Masters thesis, Universiti Teknologi MARA.
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
topic Materials of engineering and construction
spellingShingle Materials of engineering and construction
Muhamad Azlan, Hafizah
Bending behaviour of timber beams strenghthened using bonded-in plates / Hafizah Muhamad Azlan
description The structural of timber is usually limited by the relatively low bending stiffness and strength of the material in relation to other product like concrete and steel. Solid timber beam with bigger size are difficult to b obtained. Therefore, the timber beams at factory or existing timber beams that have been built can be strengthened and give equivalent load carrying capacity similar to beam with bigger size. One potential solution to increase the stiffness and strength of the timber is by reinforcing them with plates or rod . In order to attach the reinforcement to timber the use of structural adhesive has been widely accepted ' with condition that the bond formed should be strong enough to transfer shear from one substrate to another. Adhesive can be used to form load-bearing joint in timber structure , both in repair and in new-build applications. An adhesive is expected to hold material together and transfer design loads from one adherend to other within a given service environment for the life of the structure.
format Thesis
author Muhamad Azlan, Hafizah
author_facet Muhamad Azlan, Hafizah
author_sort Muhamad Azlan, Hafizah
title Bending behaviour of timber beams strenghthened using bonded-in plates / Hafizah Muhamad Azlan
title_short Bending behaviour of timber beams strenghthened using bonded-in plates / Hafizah Muhamad Azlan
title_full Bending behaviour of timber beams strenghthened using bonded-in plates / Hafizah Muhamad Azlan
title_fullStr Bending behaviour of timber beams strenghthened using bonded-in plates / Hafizah Muhamad Azlan
title_full_unstemmed Bending behaviour of timber beams strenghthened using bonded-in plates / Hafizah Muhamad Azlan
title_sort bending behaviour of timber beams strenghthened using bonded-in plates / hafizah muhamad azlan
publishDate 2013
url http://ir.uitm.edu.my/id/eprint/12097/1/TM_HAFIZAH%20MUHAMAD%20AZLAN%20EC%2013_5%201.pdf
http://ir.uitm.edu.my/id/eprint/12097/
_version_ 1685648343102914560
score 13.211869

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