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Structural performance of steel fiber reinforced concrete two-ribbed wall panel under compressive load / Wan Azlina Wan Mohd Yusoff

This study deals with structural performance of two-ribbed wall both samples reinforces with steel fibre except one without steel fabric. Laboratory works tested two walls sample with size 1500mm x 1000mm x 75mm (height x length x width). The wall samples reinforced with steel fabric size B7 and ste...

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Main Author: Wan Mohd Yusoff, Wan Azlina
Format: Student Project
Language:English
Published: Faculty of Civil Engineering 2014
Online Access:http://ir.uitm.edu.my/id/eprint/18115/2/PPb_WAN%20AZLINA%20WAN%20MOHD%20YUSOFF%20EC%2014_5.pdf
http://ir.uitm.edu.my/id/eprint/18115/
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spelling my.uitm.ir.181152019-03-06T00:15:36Z http://ir.uitm.edu.my/id/eprint/18115/ Structural performance of steel fiber reinforced concrete two-ribbed wall panel under compressive load / Wan Azlina Wan Mohd Yusoff Wan Mohd Yusoff, Wan Azlina This study deals with structural performance of two-ribbed wall both samples reinforces with steel fibre except one without steel fabric. Laboratory works tested two walls sample with size 1500mm x 1000mm x 75mm (height x length x width). The wall samples reinforced with steel fabric size B7 and steel fibre HE 0.75/60 with concrete grade 30. The wall panel tested under axial load connected to hydraulic jack with 2000 kN of capacity limit. The support condition of both walls is Pinned-Pinned. Analysis of results was done based on the ultimate load carrying capacity, wall displacement, mode of failure and cracking pattern. From experimental work, the ultimate load carrying capacity for wall with steel fabric (WSF) was 1590 kN and 1158.2 kN for wall without steel fabric (WOSF). Meanwhile, the theoretical calculation is 1177 kN and 999.34 kN respectively. Furthermore, the horizontal displacement was 10.79 mm for WSF and 22.84 mm for WOSF. The location of the maximum displacement is located at 1050 mm from the bottom while wall WOSF occurs approximately at 1350 mm (about 0.7H of the wall height). Wall WSF experienced crushing at the top end along load distribution area. Faculty of Civil Engineering 2014 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/18115/2/PPb_WAN%20AZLINA%20WAN%20MOHD%20YUSOFF%20EC%2014_5.pdf Wan Mohd Yusoff, Wan Azlina (2014) Structural performance of steel fiber reinforced concrete two-ribbed wall panel under compressive load / Wan Azlina Wan Mohd Yusoff. [Student Project] (Unpublished)
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
description This study deals with structural performance of two-ribbed wall both samples reinforces with steel fibre except one without steel fabric. Laboratory works tested two walls sample with size 1500mm x 1000mm x 75mm (height x length x width). The wall samples reinforced with steel fabric size B7 and steel fibre HE 0.75/60 with concrete grade 30. The wall panel tested under axial load connected to hydraulic jack with 2000 kN of capacity limit. The support condition of both walls is Pinned-Pinned. Analysis of results was done based on the ultimate load carrying capacity, wall displacement, mode of failure and cracking pattern. From experimental work, the ultimate load carrying capacity for wall with steel fabric (WSF) was 1590 kN and 1158.2 kN for wall without steel fabric (WOSF). Meanwhile, the theoretical calculation is 1177 kN and 999.34 kN respectively. Furthermore, the horizontal displacement was 10.79 mm for WSF and 22.84 mm for WOSF. The location of the maximum displacement is located at 1050 mm from the bottom while wall WOSF occurs approximately at 1350 mm (about 0.7H of the wall height). Wall WSF experienced crushing at the top end along load distribution area.
format Student Project
author Wan Mohd Yusoff, Wan Azlina
spellingShingle Wan Mohd Yusoff, Wan Azlina
Structural performance of steel fiber reinforced concrete two-ribbed wall panel under compressive load / Wan Azlina Wan Mohd Yusoff
author_facet Wan Mohd Yusoff, Wan Azlina
author_sort Wan Mohd Yusoff, Wan Azlina
title Structural performance of steel fiber reinforced concrete two-ribbed wall panel under compressive load / Wan Azlina Wan Mohd Yusoff
title_short Structural performance of steel fiber reinforced concrete two-ribbed wall panel under compressive load / Wan Azlina Wan Mohd Yusoff
title_full Structural performance of steel fiber reinforced concrete two-ribbed wall panel under compressive load / Wan Azlina Wan Mohd Yusoff
title_fullStr Structural performance of steel fiber reinforced concrete two-ribbed wall panel under compressive load / Wan Azlina Wan Mohd Yusoff
title_full_unstemmed Structural performance of steel fiber reinforced concrete two-ribbed wall panel under compressive load / Wan Azlina Wan Mohd Yusoff
title_sort structural performance of steel fiber reinforced concrete two-ribbed wall panel under compressive load / wan azlina wan mohd yusoff
publisher Faculty of Civil Engineering
publishDate 2014
url http://ir.uitm.edu.my/id/eprint/18115/2/PPb_WAN%20AZLINA%20WAN%20MOHD%20YUSOFF%20EC%2014_5.pdf
http://ir.uitm.edu.my/id/eprint/18115/
_version_ 1685649037293780992
score 13.211869

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