FEA of SFRC three ribbed wall panel / Azrul Md Din

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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Main Author: Md Din, Azrul
Format: Thesis
Language:English
Published: 2014
Online Access:http://ir.uitm.edu.my/id/eprint/18289/
http://ir.uitm.edu.my/id/eprint/18289/2/TM_AZRUL%20MD%20DIN%20EC%2014_5.pdf
id uitm-18289
recordtype eprints
spelling uitm-182892019-02-21T07:08:35Z http://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 http://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. Masters thesis, Universiti Teknologi MARA.
repository_type Digital Repository
institution_category Local University
institution Universiti Teknologi MARA
building UiTM Institutional Repository
collection Online Access
language English
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.
format Thesis
author Md Din, Azrul
spellingShingle Md Din, Azrul
FEA of SFRC three ribbed wall panel / Azrul Md Din
author_facet Md Din, Azrul
author_sort Md Din, Azrul
title FEA of SFRC three ribbed wall panel / Azrul Md Din
title_short 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_sort fea of sfrc three ribbed wall panel / azrul md din
publishDate 2014
url http://ir.uitm.edu.my/id/eprint/18289/
http://ir.uitm.edu.my/id/eprint/18289/2/TM_AZRUL%20MD%20DIN%20EC%2014_5.pdf
first_indexed 2023-09-18T23:00:11Z
last_indexed 2023-09-18T23:00:11Z
_version_ 1777418121073655808

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