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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| Format: | Student Project |
| Language: | English |
| Published: |
2006
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| Online Access: | https://ir.uitm.edu.my/id/eprint/32745/ |
| _version_ | 1848808103085080576 |
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| author | Mohd Ridzwan, Mohd Zafri |
| author_facet | Mohd Ridzwan, Mohd Zafri |
| author_sort | Mohd Ridzwan, Mohd Zafri |
| building | UiTM Institutional Repository |
| collection | Online Access |
| 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 | 2025-11-14T22:53:23Z |
| format | Student Project |
| id | uitm-32745 |
| institution | Universiti Teknologi MARA |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-14T22:53:23Z |
| publishDate | 2006 |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | uitm-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 Mohd Ridzwan, Mohd Zafri (2006) 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/ |