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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| Format: | Student Project |
| Language: | English |
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Faculty of Civil Engineering
2006
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| Online Access: | https://ir.uitm.edu.my/id/eprint/21274/1/PPb_MOHD%20ZAFRI%20MOHD%20RIDZWAN%20EC%20P%2006_5.pdf |
| _version_ | 1825735536721002496 |
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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. |
| first_indexed | 2024-03-06T01:48:33Z |
| format | Student Project |
| id | uitm.eprints-1274 |
| institution | Universiti Teknologi MARA |
| language | English |
| last_indexed | 2024-03-06T01:48:33Z |
| publishDate | 2006 |
| publisher | Faculty of Civil Engineering |
| record_format | dspace |
| spelling | uitm.eprints-12742018-10-04T04:48:09Z https://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 https://ir.uitm.edu.my/id/eprint/21274/1/PPb_MOHD%20ZAFRI%20MOHD%20RIDZWAN%20EC%20P%2006_5.pdf An analysis of a 3-D finite element model of reinforced concrete (RC) beam upon treament of cracks / Mohd Zafri Mohd Ridzwan. (2006) [Student Project] (Submitted) |
| 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 |
| title | 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_short | 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 |
| topic | Finite element method Reinforced concrete |
| url | https://ir.uitm.edu.my/id/eprint/21274/1/PPb_MOHD%20ZAFRI%20MOHD%20RIDZWAN%20EC%20P%2006_5.pdf |
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