Strength behaviour of reinforced concrete beams with bonding agent / Shamsuddin Mamat

Structural behaviour of designed beams depend greatly on the design analysis and construction methods. Due to natural contents of the materials, noncompliance with specifications and workmanship, cracks may occur early in reinforced concrete beams (RC Beams). As such, the residual strength ability o...

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Main Author: Mamat, Shamsuddin
Format: Thesis
Language:English
Published: 1997
Online Access:https://ir.uitm.edu.my/id/eprint/104843/1/104843.pdf
https://ir.uitm.edu.my/id/eprint/104843/
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spelling my.uitm.ir.1048432024-10-08T23:31:05Z https://ir.uitm.edu.my/id/eprint/104843/ Strength behaviour of reinforced concrete beams with bonding agent / Shamsuddin Mamat Mamat, Shamsuddin Structural behaviour of designed beams depend greatly on the design analysis and construction methods. Due to natural contents of the materials, noncompliance with specifications and workmanship, cracks may occur early in reinforced concrete beams (RC Beams). As such, the residual strength ability of the designed beams may or may not be reliable. This laboratory study is intended to seek and measure the strength behaviour of a few reinforced beams (RC Beams) which are tested under applied loads until the appearance of cracks. Treatment of cracks were conducted by using bonding agent via injection of epoxy resin or any known agent. The repair process should not only eliminates unsightly appearance but also to restore strength of the damaged beams. Through the observations, the residual strength varied for beams on application of using different type of bonding agents. The strength is also dependent upon the time period after the treatment of cracks 1997 Thesis NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/104843/1/104843.pdf Strength behaviour of reinforced concrete beams with bonding agent / Shamsuddin Mamat. (1997) Degree thesis, thesis, Universiti Teknologi MARA (UiTM). <http://terminalib.uitm.edu.my/104843.pdf>
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
description Structural behaviour of designed beams depend greatly on the design analysis and construction methods. Due to natural contents of the materials, noncompliance with specifications and workmanship, cracks may occur early in reinforced concrete beams (RC Beams). As such, the residual strength ability of the designed beams may or may not be reliable. This laboratory study is intended to seek and measure the strength behaviour of a few reinforced beams (RC Beams) which are tested under applied loads until the appearance of cracks. Treatment of cracks were conducted by using bonding agent via injection of epoxy resin or any known agent. The repair process should not only eliminates unsightly appearance but also to restore strength of the damaged beams. Through the observations, the residual strength varied for beams on application of using different type of bonding agents. The strength is also dependent upon the time period after the treatment of cracks
format Thesis
author Mamat, Shamsuddin
spellingShingle Mamat, Shamsuddin
Strength behaviour of reinforced concrete beams with bonding agent / Shamsuddin Mamat
author_facet Mamat, Shamsuddin
author_sort Mamat, Shamsuddin
title Strength behaviour of reinforced concrete beams with bonding agent / Shamsuddin Mamat
title_short Strength behaviour of reinforced concrete beams with bonding agent / Shamsuddin Mamat
title_full Strength behaviour of reinforced concrete beams with bonding agent / Shamsuddin Mamat
title_fullStr Strength behaviour of reinforced concrete beams with bonding agent / Shamsuddin Mamat
title_full_unstemmed Strength behaviour of reinforced concrete beams with bonding agent / Shamsuddin Mamat
title_sort strength behaviour of reinforced concrete beams with bonding agent / shamsuddin mamat
publishDate 1997
url https://ir.uitm.edu.my/id/eprint/104843/1/104843.pdf
https://ir.uitm.edu.my/id/eprint/104843/
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score 13.214268