An analysis of a 3-D finite element model of reinforced concrete (RC) beam upon treament 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....

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Main Author: Mohd Ridzwan, Mohd Zafri
Format: Student Project
Language:English
Published: Faculty of Civil Engineering 2006
Subjects:
Online Access:http://ir.uitm.edu.my/id/eprint/21274/1/PPb_MOHD%20ZAFRI%20MOHD%20RIDZWAN%20EC%20P%2006_5.pdf
http://ir.uitm.edu.my/id/eprint/21274/
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spelling my.uitm.ir.212742018-10-04T04:48:09Z http://ir.uitm.edu.my/id/eprint/21274/ An analysis of a 3-D finite element model of reinforced concrete (RC) beam upon treament of cracks / Mohd Zafri Mohd Ridzwan Mohd Ridzwan, Mohd Zafri Finite element method Reinforced concrete 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. Faculty of Civil Engineering 2006-04 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/21274/1/PPb_MOHD%20ZAFRI%20MOHD%20RIDZWAN%20EC%20P%2006_5.pdf Mohd Ridzwan, Mohd Zafri (2006) An analysis of a 3-D finite element model of reinforced concrete (RC) beam upon treament of cracks / Mohd Zafri Mohd Ridzwan. [Student Project] (Submitted)
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 Finite element method
Reinforced concrete
spellingShingle Finite element method
Reinforced concrete
Mohd Ridzwan, Mohd Zafri
An analysis of a 3-D finite element model of reinforced concrete (RC) beam upon treament of cracks / Mohd Zafri Mohd Ridzwan
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.
format Student Project
author Mohd Ridzwan, Mohd Zafri
author_facet Mohd Ridzwan, Mohd Zafri
author_sort Mohd Ridzwan, Mohd Zafri
title An analysis of a 3-D finite element model of reinforced concrete (RC) beam upon treament of cracks / Mohd Zafri Mohd Ridzwan
title_short An analysis of a 3-D finite element model of reinforced concrete (RC) beam upon treament of cracks / Mohd Zafri Mohd Ridzwan
title_full An analysis of a 3-D finite element model of reinforced concrete (RC) beam upon treament of cracks / Mohd Zafri Mohd Ridzwan
title_fullStr An analysis of a 3-D finite element model of reinforced concrete (RC) beam upon treament of cracks / Mohd Zafri Mohd Ridzwan
title_full_unstemmed An analysis of a 3-D finite element model of reinforced concrete (RC) beam upon treament of cracks / Mohd Zafri Mohd Ridzwan
title_sort analysis of a 3-d finite element model of reinforced concrete (rc) beam upon treament of cracks / mohd zafri mohd ridzwan
publisher Faculty of Civil Engineering
publishDate 2006
url http://ir.uitm.edu.my/id/eprint/21274/1/PPb_MOHD%20ZAFRI%20MOHD%20RIDZWAN%20EC%20P%2006_5.pdf
http://ir.uitm.edu.my/id/eprint/21274/
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score 13.211869