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

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
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id my-uitm-ir.101844
record_format uketd_dc
spelling my-uitm-ir.1018442024-09-13T02:44:31Z Non - linear analysis of reinforced concrete beam after crack treatment / Nazri Bin Abdul Wahab 1998 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 https://ir.uitm.edu.my/id/eprint/101844/ https://ir.uitm.edu.my/id/eprint/101844/1/101844.pdf text en public degree Universiti Teknologi MARA (UiTM) Faculty of Civil Engineering Abu Bakar, Afidah
institution Universiti Teknologi MARA
collection UiTM Institutional Repository
language English
advisor Abu Bakar, Afidah
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
qualification_level Bachelor degree
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
granting_institution Universiti Teknologi MARA (UiTM)
granting_department Faculty of Civil Engineering
publishDate 1998
url https://ir.uitm.edu.my/id/eprint/101844/1/101844.pdf
_version_ 1811769191202553856

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