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Non - linear analysis of reinforced concrete beam after crack treatment / Nazri Bin Abdul Wahab

Reinforced Concrete (RC) beam behaves non-linearly when tensile cracks start to appear. These cracks upon treatment had proven to provide the necessary residual strength for the beams to function continually. In this study, a non-linear finite element analysis will be adopted to seek the behaviour o...

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Main Author: Abdul Wahab, Nazri
Format: Thesis
Language:English
Published: 1998
Subjects:
Reinforced concrete
Online Access:https://ir.uitm.edu.my/id/eprint/101844/1/101844.pdf
https://ir.uitm.edu.my/id/eprint/101844/
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spelling my.uitm.ir.1018442024-09-13T02:44:31Z https://ir.uitm.edu.my/id/eprint/101844/ Non - linear analysis of reinforced concrete beam after crack treatment / Nazri Bin Abdul Wahab Abdul Wahab, Nazri Reinforced concrete Reinforced Concrete (RC) beam behaves non-linearly when tensile cracks start to appear. These cracks upon treatment had proven to provide the necessary residual strength for the beams to function continually. In this study, a non-linear finite element analysis will be adopted to seek the behaviour of RC beam after crack treatment using ANSYS S.O (Swanson Analysis System), which is a finite element analysis system. The beam will be modelled in threedimensional (3-D) using SOLID 65 element types. The post-cracking streqgm will be measured in terms of load-displacement and stress-strain relationship 1998 Thesis NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/101844/1/101844.pdf Non - linear analysis of reinforced concrete beam after crack treatment / Nazri Bin Abdul Wahab. (1998) Degree thesis, thesis, Universiti Teknologi MARA (UiTM). <http://terminalib.uitm.edu.my/101844.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
topic Reinforced concrete
spellingShingle Reinforced concrete
Abdul Wahab, Nazri
Non - linear analysis of reinforced concrete beam after crack treatment / Nazri Bin Abdul Wahab
description Reinforced Concrete (RC) beam behaves non-linearly when tensile cracks start to appear. These cracks upon treatment had proven to provide the necessary residual strength for the beams to function continually. In this study, a non-linear finite element analysis will be adopted to seek the behaviour of RC beam after crack treatment using ANSYS S.O (Swanson Analysis System), which is a finite element analysis system. The beam will be modelled in threedimensional (3-D) using SOLID 65 element types. The post-cracking streqgm will be measured in terms of load-displacement and stress-strain relationship
format Thesis
author Abdul Wahab, Nazri
author_facet Abdul Wahab, Nazri
author_sort Abdul Wahab, Nazri
title Non - linear analysis of reinforced concrete beam after crack treatment / Nazri Bin Abdul Wahab
title_short Non - linear analysis of reinforced concrete beam after crack treatment / Nazri Bin Abdul Wahab
title_full Non - linear analysis of reinforced concrete beam after crack treatment / Nazri Bin Abdul Wahab
title_fullStr Non - linear analysis of reinforced concrete beam after crack treatment / Nazri Bin Abdul Wahab
title_full_unstemmed Non - linear analysis of reinforced concrete beam after crack treatment / Nazri Bin Abdul Wahab
title_sort non - linear analysis of reinforced concrete beam after crack treatment / nazri bin abdul wahab
publishDate 1998
url https://ir.uitm.edu.my/id/eprint/101844/1/101844.pdf
https://ir.uitm.edu.my/id/eprint/101844/
_version_ 1811598246749929472
score 13.2014675

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