Structural performance of steel fibre reinforced concrete (SFRC) 3-ribbed wall panel without steel fabric under axial load / Nur Amira Mohd Zahis

Steel fibre reinforced concrete(SFRC) ribbed wall panel as precast component was introduced to reduce the amount of concrete and bar reinforcement in concrete element. SFRC ribbed wall panel are lighter and has higher tensile. The precast ribbed wall panel is also a sustainable construction componen...

Full description

Bibliographic Details
Main Author:	Mohd Zahis, Nur Amira
Format:	Student Project
Language:	English
Published:	Faculty of Civil Engineering 2013
Online Access:	http://ir.uitm.edu.my/id/eprint/18053/ http://ir.uitm.edu.my/id/eprint/18053/1/PPb_NUR%20AMIRA%20MOHD%20ZAHIS%20EC%2013_5.pdf

id	uitm-18053
recordtype	eprints
spelling	uitm-180532019-09-10T03:59:43Z http://ir.uitm.edu.my/id/eprint/18053/ Structural performance of steel fibre reinforced concrete (SFRC) 3-ribbed wall panel without steel fabric under axial load / Nur Amira Mohd Zahis Mohd Zahis, Nur Amira Steel fibre reinforced concrete(SFRC) ribbed wall panel as precast component was introduced to reduce the amount of concrete and bar reinforcement in concrete element. SFRC ribbed wall panel are lighter and has higher tensile. The precast ribbed wall panel is also a sustainable construction component due to the reduction of concrete amount. The aim of the study is to determine load carrying capacity and displacement of steel fibre reinforced concrete 3-ribbed wall without steel fabric and to evaluate its mode of failure and crack pattern under axial load. To achieve the aim of study, test was conducted on two different wall which is plain and 3- ribbed wall panel. Plain wall panel was designed as control sample and test was conducted at Heavy Laboratory Structure in UiTM, Shah Alam, while 3-ribbed wall panel was analyzed from finite element analysis and conduct by previous master student. Both result for both walls were compared. From the result analysis, the ultimate load for 3-ribbed wall panel 1855.16 kN and for plain wall panel is 1686.30 kN which is 9.1% lower than the 3-ribbed wall. This shows that the 3-ribbed wall panel have better performance in term of carrying load compare to plain wall panel. Faculty of Civil Engineering 2013 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/18053/1/PPb_NUR%20AMIRA%20MOHD%20ZAHIS%20EC%2013_5.pdf Mohd Zahis, Nur Amira (2013) Structural performance of steel fibre reinforced concrete (SFRC) 3-ribbed wall panel without steel fabric under axial load / Nur Amira Mohd Zahis. [Student Project] (Unpublished)
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Teknologi MARA
building	UiTM Institutional Repository
collection	Online Access
language	English
description	Steel fibre reinforced concrete(SFRC) ribbed wall panel as precast component was introduced to reduce the amount of concrete and bar reinforcement in concrete element. SFRC ribbed wall panel are lighter and has higher tensile. The precast ribbed wall panel is also a sustainable construction component due to the reduction of concrete amount. The aim of the study is to determine load carrying capacity and displacement of steel fibre reinforced concrete 3-ribbed wall without steel fabric and to evaluate its mode of failure and crack pattern under axial load. To achieve the aim of study, test was conducted on two different wall which is plain and 3- ribbed wall panel. Plain wall panel was designed as control sample and test was conducted at Heavy Laboratory Structure in UiTM, Shah Alam, while 3-ribbed wall panel was analyzed from finite element analysis and conduct by previous master student. Both result for both walls were compared. From the result analysis, the ultimate load for 3-ribbed wall panel 1855.16 kN and for plain wall panel is 1686.30 kN which is 9.1% lower than the 3-ribbed wall. This shows that the 3-ribbed wall panel have better performance in term of carrying load compare to plain wall panel.
format	Student Project
author	Mohd Zahis, Nur Amira
spellingShingle	Mohd Zahis, Nur Amira Structural performance of steel fibre reinforced concrete (SFRC) 3-ribbed wall panel without steel fabric under axial load / Nur Amira Mohd Zahis
author_facet	Mohd Zahis, Nur Amira
author_sort	Mohd Zahis, Nur Amira
title	Structural performance of steel fibre reinforced concrete (SFRC) 3-ribbed wall panel without steel fabric under axial load / Nur Amira Mohd Zahis
title_short	Structural performance of steel fibre reinforced concrete (SFRC) 3-ribbed wall panel without steel fabric under axial load / Nur Amira Mohd Zahis
title_full	Structural performance of steel fibre reinforced concrete (SFRC) 3-ribbed wall panel without steel fabric under axial load / Nur Amira Mohd Zahis
title_fullStr	Structural performance of steel fibre reinforced concrete (SFRC) 3-ribbed wall panel without steel fabric under axial load / Nur Amira Mohd Zahis
title_full_unstemmed	Structural performance of steel fibre reinforced concrete (SFRC) 3-ribbed wall panel without steel fabric under axial load / Nur Amira Mohd Zahis
title_sort	structural performance of steel fibre reinforced concrete (sfrc) 3-ribbed wall panel without steel fabric under axial load / nur amira mohd zahis
publisher	Faculty of Civil Engineering
publishDate	2013
url	http://ir.uitm.edu.my/id/eprint/18053/ http://ir.uitm.edu.my/id/eprint/18053/1/PPb_NUR%20AMIRA%20MOHD%20ZAHIS%20EC%2013_5.pdf
first_indexed	2023-09-18T22:59:39Z
last_indexed	2023-09-18T22:59:39Z
_version_	1777418087528660992

Structural performance of steel fibre reinforced concrete (SFRC) 3-ribbed wall panel without steel fabric under axial load / Nur Amira Mohd Zahis

Similar Items