Analysis of a 3-D finite element model of reinforced concrete (RC) beam upon treatment of cracks / Mohd Zafri Mohd Ridzwan

Cracks are common phenomenon to concrete structures. The initial cause of cracking in concrete is due to shrinkage during setting. Cracks contribute to the deterioration of residual strength to concrete members. The applications of treatment are often required to rehabilitate the affected area. The...

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Main Author: Mohd Ridzwan, Mohd Zafri
Format: Student Project
Language:English
Published: 2006
Subjects:
Online Access:https://ir.uitm.edu.my/id/eprint/32745/1/32745.pdf
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author Mohd Ridzwan, Mohd Zafri
author_facet Mohd Ridzwan, Mohd Zafri
author_sort Mohd Ridzwan, Mohd Zafri
collection UITM
description Cracks are common phenomenon to concrete structures. The initial cause of cracking in concrete is due to shrinkage during setting. Cracks contribute to the deterioration of residual strength to concrete members. The applications of treatment are often required to rehabilitate the affected area. The aim of this study is to analyse reinforced concrete (RC) beam upon treatment of cracks, using Finite Element Method (FEM). A beam was modelled in 3-D solid using LUSAS version 13.6 sortware. The study considered all flexural, shear and cracking behaviour of the RC beam.
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spelling oai:ir.uitm.edu.my:327452020-07-27T07:49:33Z https://ir.uitm.edu.my/id/eprint/32745/ Analysis of a 3-D finite element model of reinforced concrete (RC) beam upon treatment of cracks / Mohd Zafri Mohd Ridzwan Mohd Ridzwan, Mohd Zafri TA Engineering. Civil engineering Structural engineering Cracks are common phenomenon to concrete structures. The initial cause of cracking in concrete is due to shrinkage during setting. Cracks contribute to the deterioration of residual strength to concrete members. The applications of treatment are often required to rehabilitate the affected area. The aim of this study is to analyse reinforced concrete (RC) beam upon treatment of cracks, using Finite Element Method (FEM). A beam was modelled in 3-D solid using LUSAS version 13.6 sortware. The study considered all flexural, shear and cracking behaviour of the RC beam. 2006-04 Student Project NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/32745/1/32745.pdf Analysis of a 3-D finite element model of reinforced concrete (RC) beam upon treatment of cracks / Mohd Zafri Mohd Ridzwan. (2006) [Student Project] <http://terminalib.uitm.edu.my/32745.pdf> (Unpublished)
spellingShingle TA Engineering. Civil engineering
Structural engineering
Mohd Ridzwan, Mohd Zafri
Analysis of a 3-D finite element model of reinforced concrete (RC) beam upon treatment of cracks / Mohd Zafri Mohd Ridzwan
title Analysis of a 3-D finite element model of reinforced concrete (RC) beam upon treatment of cracks / Mohd Zafri Mohd Ridzwan
title_full Analysis of a 3-D finite element model of reinforced concrete (RC) beam upon treatment of cracks / Mohd Zafri Mohd Ridzwan
title_fullStr Analysis of a 3-D finite element model of reinforced concrete (RC) beam upon treatment of cracks / Mohd Zafri Mohd Ridzwan
title_full_unstemmed Analysis of a 3-D finite element model of reinforced concrete (RC) beam upon treatment of cracks / Mohd Zafri Mohd Ridzwan
title_short Analysis of a 3-D finite element model of reinforced concrete (RC) beam upon treatment of cracks / Mohd Zafri Mohd Ridzwan
title_sort analysis of a 3 d finite element model of reinforced concrete rc beam upon treatment of cracks mohd zafri mohd ridzwan
topic TA Engineering. Civil engineering
Structural engineering
url https://ir.uitm.edu.my/id/eprint/32745/1/32745.pdf
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