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:https://ir.uitm.edu.my/id/eprint/18289/2/TM_AZRUL%20MD%20DIN%20EC%2014_5.pdf
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spelling my-uitm-ir.182892022-03-23T02:20:20Z FEA of SFRC three ribbed wall panel / Azrul Md Din 2014 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 https://ir.uitm.edu.my/id/eprint/18289/ https://ir.uitm.edu.my/id/eprint/18289/2/TM_AZRUL%20MD%20DIN%20EC%2014_5.pdf text en public mphil masters Universiti Teknologi MARA Faculty of Civil Engineering
institution Universiti Teknologi MARA
collection UiTM Institutional Repository
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
qualification_name Master of Philosophy (M.Phil.)
qualification_level Master's degree
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
granting_institution Universiti Teknologi MARA
granting_department Faculty of Civil Engineering
publishDate 2014
url https://ir.uitm.edu.my/id/eprint/18289/2/TM_AZRUL%20MD%20DIN%20EC%2014_5.pdf
_version_ 1783733652791754752

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