Structural behaviour of reinforced concrete wall panel using concrete waste as aggregate under eccentric loading / Jerrisly Sulindap

Steel fabric reinforced concrete wall panel currently use in high rise building especially construction industry in Klang Valley, Malaysia. However, practices use of recycled concrete aggregate as coarse aggregate in concrete mix for production of wall panel is very limited as caused by limited of k...

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Main Author:	Sulindap, Jerrisly
Format:	Student Project
Language:	English
Published:	Faculty of Civil Engineering 2008
Subjects:	Reinforced concrete
Online Access:	http://ir.uitm.edu.my/id/eprint/18062/ http://ir.uitm.edu.my/id/eprint/18062/1/PPb_JERRISLY%20SULINDAP%20EC%2008_5.pdf

id	uitm-18062
recordtype	eprints
spelling	uitm-180622017-10-31T05:57:06Z http://ir.uitm.edu.my/id/eprint/18062/ Structural behaviour of reinforced concrete wall panel using concrete waste as aggregate under eccentric loading / Jerrisly Sulindap Sulindap, Jerrisly Reinforced concrete Steel fabric reinforced concrete wall panel currently use in high rise building especially construction industry in Klang Valley, Malaysia. However, practices use of recycled concrete aggregate as coarse aggregate in concrete mix for production of wall panel is very limited as caused by limited of knowledge. Since that, a better understanding of wall panel using concrete waste as coarse aggregate is important to wide spread use of concrete waste as course aggregate and to construct a safety and effective building. Thus, this research will study the structural behaviour of the reinforced concrete wall panel with recycled concrete aggregate as aggregate. This research will be carrying out experimentally involve two steel fabric reinforced concrete wall panel with double layer of steel fabric type B7 with size 75 x 1000 x 1500 mm (Width: Length: Height). The aspect ratio (h/L) is 1.5 and the slenderness ratio (h/L) is 20. The wall panels construct using concrete Grade 30 Normal Ordinary Portland Cement (OPC) and recycle concrete waste as course aggregate with a water cement ratio of 0.55. The wall panel will be tested under compressive axial load with eccentricity, e = t/6 with fixed at bottom and pinned at above edge until failure. Information found from this study will enhance the knowledge of reinforced concrete wall panel. Experiment result showed that wall panel 1 showed buckling failure where wall panel 2 showed cracking at top and middle of the wall panel. The average ultimate load of the wall panel is 1274 kN. This value was higher than wall panel using natural aggregate and lower than wall panel using concrete waste but tested under axial load without eccentric loading. Using concrete aggregate will increase the ultimate load of the wall panel and wall panel will easier to fail under eccentric loading. Using concrete waste as course aggregate in construction of wall panel is better than using natural aggregate as the ultimate load is higher. The structural behaviour is same with natural aggregate in term of properties studied. Concrete waste as aggregate can be as an alternative to replace the shortage natural aggregate. Utilization of concrete waste also promotes reduction of wastage of construction material. Faculty of Civil Engineering 2008 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/18062/1/PPb_JERRISLY%20SULINDAP%20EC%2008_5.pdf Sulindap, Jerrisly (2008) Structural behaviour of reinforced concrete wall panel using concrete waste as aggregate under eccentric loading / Jerrisly Sulindap. [Student Project] (Unpublished)
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Teknologi MARA
building	UiTM Institutional Repository
collection	Online Access
language	English
topic	Reinforced concrete
spellingShingle	Reinforced concrete Sulindap, Jerrisly Structural behaviour of reinforced concrete wall panel using concrete waste as aggregate under eccentric loading / Jerrisly Sulindap
description	Steel fabric reinforced concrete wall panel currently use in high rise building especially construction industry in Klang Valley, Malaysia. However, practices use of recycled concrete aggregate as coarse aggregate in concrete mix for production of wall panel is very limited as caused by limited of knowledge. Since that, a better understanding of wall panel using concrete waste as coarse aggregate is important to wide spread use of concrete waste as course aggregate and to construct a safety and effective building. Thus, this research will study the structural behaviour of the reinforced concrete wall panel with recycled concrete aggregate as aggregate. This research will be carrying out experimentally involve two steel fabric reinforced concrete wall panel with double layer of steel fabric type B7 with size 75 x 1000 x 1500 mm (Width: Length: Height). The aspect ratio (h/L) is 1.5 and the slenderness ratio (h/L) is 20. The wall panels construct using concrete Grade 30 Normal Ordinary Portland Cement (OPC) and recycle concrete waste as course aggregate with a water cement ratio of 0.55. The wall panel will be tested under compressive axial load with eccentricity, e = t/6 with fixed at bottom and pinned at above edge until failure. Information found from this study will enhance the knowledge of reinforced concrete wall panel. Experiment result showed that wall panel 1 showed buckling failure where wall panel 2 showed cracking at top and middle of the wall panel. The average ultimate load of the wall panel is 1274 kN. This value was higher than wall panel using natural aggregate and lower than wall panel using concrete waste but tested under axial load without eccentric loading. Using concrete aggregate will increase the ultimate load of the wall panel and wall panel will easier to fail under eccentric loading. Using concrete waste as course aggregate in construction of wall panel is better than using natural aggregate as the ultimate load is higher. The structural behaviour is same with natural aggregate in term of properties studied. Concrete waste as aggregate can be as an alternative to replace the shortage natural aggregate. Utilization of concrete waste also promotes reduction of wastage of construction material.
format	Student Project
author	Sulindap, Jerrisly
author_facet	Sulindap, Jerrisly
author_sort	Sulindap, Jerrisly
title	Structural behaviour of reinforced concrete wall panel using concrete waste as aggregate under eccentric loading / Jerrisly Sulindap
title_short	Structural behaviour of reinforced concrete wall panel using concrete waste as aggregate under eccentric loading / Jerrisly Sulindap
title_full	Structural behaviour of reinforced concrete wall panel using concrete waste as aggregate under eccentric loading / Jerrisly Sulindap
title_fullStr	Structural behaviour of reinforced concrete wall panel using concrete waste as aggregate under eccentric loading / Jerrisly Sulindap
title_full_unstemmed	Structural behaviour of reinforced concrete wall panel using concrete waste as aggregate under eccentric loading / Jerrisly Sulindap
title_sort	structural behaviour of reinforced concrete wall panel using concrete waste as aggregate under eccentric loading / jerrisly sulindap
publisher	Faculty of Civil Engineering
publishDate	2008
url	http://ir.uitm.edu.my/id/eprint/18062/ http://ir.uitm.edu.my/id/eprint/18062/1/PPb_JERRISLY%20SULINDAP%20EC%2008_5.pdf
first_indexed	2023-09-18T22:59:40Z
last_indexed	2023-09-18T22:59:40Z
_version_	1777418088854061056

Structural behaviour of reinforced concrete wall panel using concrete waste as aggregate under eccentric loading / Jerrisly Sulindap

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