FEA of SFRC three ribbed wall panel / Azrul Md Din
This finite element study was carried out to investigate the steel fibre reinforced concrete with three (3) ribbed wall (SFRC-3RW) panel containing reinforced wire mesh (BRC) subjected to axial and eccentric loading also its load bearing response behavior. A ribbed wall with steel reinforced was mod...
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| Format: | Thesis |
| Language: | English |
| Published: |
2014
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| Online Access: | https://ir.uitm.edu.my/id/eprint/18289/ |
| _version_ | 1848804490283581440 |
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| author | Md Din, Azrul |
| author_facet | Md Din, Azrul |
| author_sort | Md Din, Azrul |
| building | UiTM Institutional Repository |
| collection | Online Access |
| description | This finite element study was carried out to investigate the steel fibre reinforced concrete with three (3) ribbed wall (SFRC-3RW) panel containing reinforced wire mesh (BRC) subjected to axial and eccentric loading also its load bearing response behavior. A ribbed wall with steel reinforced was modeled with finite element analysis software LUSAS 14.7 using three dimensional modeling and non-linear finite element analysis. The SFRC-3RW panel was subjected to axial and eccentric loading to observe and investigate its buckling effect, the load bearing response behavior and compare with SFRC Plain Wall (PW). The SFRC-3RW and PW was using concrete grade 30 with 0.5% steel fibre content. The SFRC-3RW ultimate load bearing is 581 kN with maximum compression vertical and lateral displacement by 2.36 mm and 6.16 mm respectively compared to SFRC-PW with eccentric loading (SFRC-PWe) is 577 kN with maximum compression vertical and lateral displacement by 2.31 mm and 8.24 mm. The reduction in concrete volume and ultimate load capacity were 20% and 0.33% from SFRC-PWe which SFRC-3RW save the concrete amount and given higher load capacity compared to SFRCPWe. It can be concluded that the load bearing capacity for SFRC-3RW with BRC is acceptable and can withstand vertical pressure also reducing the amount of concrete usage. |
| first_indexed | 2025-11-14T21:55:58Z |
| format | Thesis |
| id | uitm-18289 |
| institution | Universiti Teknologi MARA |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-14T21:55:58Z |
| publishDate | 2014 |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | uitm-182892022-03-23T02:20:20Z https://ir.uitm.edu.my/id/eprint/18289/ FEA of SFRC three ribbed wall panel / Azrul Md Din Md Din, Azrul This finite element study was carried out to investigate the steel fibre reinforced concrete with three (3) ribbed wall (SFRC-3RW) panel containing reinforced wire mesh (BRC) subjected to axial and eccentric loading also its load bearing response behavior. A ribbed wall with steel reinforced was modeled with finite element analysis software LUSAS 14.7 using three dimensional modeling and non-linear finite element analysis. The SFRC-3RW panel was subjected to axial and eccentric loading to observe and investigate its buckling effect, the load bearing response behavior and compare with SFRC Plain Wall (PW). The SFRC-3RW and PW was using concrete grade 30 with 0.5% steel fibre content. The SFRC-3RW ultimate load bearing is 581 kN with maximum compression vertical and lateral displacement by 2.36 mm and 6.16 mm respectively compared to SFRC-PW with eccentric loading (SFRC-PWe) is 577 kN with maximum compression vertical and lateral displacement by 2.31 mm and 8.24 mm. The reduction in concrete volume and ultimate load capacity were 20% and 0.33% from SFRC-PWe which SFRC-3RW save the concrete amount and given higher load capacity compared to SFRCPWe. It can be concluded that the load bearing capacity for SFRC-3RW with BRC is acceptable and can withstand vertical pressure also reducing the amount of concrete usage. 2014 Thesis NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/18289/2/TM_AZRUL%20MD%20DIN%20EC%2014_5.pdf Md Din, Azrul (2014) FEA of SFRC three ribbed wall panel / Azrul Md Din. (2014) Masters thesis, thesis, Universiti Teknologi MARA. <http://terminalib.uitm.edu.my/18289.pdf> |
| spellingShingle | Md Din, Azrul FEA of SFRC three ribbed wall panel / Azrul Md Din |
| title | FEA of SFRC three ribbed wall panel / Azrul Md Din |
| title_full | FEA of SFRC three ribbed wall panel / Azrul Md Din |
| title_fullStr | FEA of SFRC three ribbed wall panel / Azrul Md Din |
| title_full_unstemmed | FEA of SFRC three ribbed wall panel / Azrul Md Din |
| title_short | FEA of SFRC three ribbed wall panel / Azrul Md Din |
| title_sort | fea of sfrc three ribbed wall panel / azrul md din |
| url | https://ir.uitm.edu.my/id/eprint/18289/ |