Performance of reinforced concrete wall foundation connection under lateral static load / Aida Kartini Saidin

Steel fabric reinforced concrete wall foundation is considered as an innovative construction method in Malaysia to reduce weight on foundation. This type of wall foundation may require sequ encial analysis in making an effective product that gives advantanges in all aspects and gives better performa...

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Main Author:	Saidin, Aida Kartini
Format:	Student Project
Language:	English
Published:	Faculty of Civil Engineering 2012
Online Access:	http://ir.uitm.edu.my/id/eprint/18046/ http://ir.uitm.edu.my/id/eprint/18046/1/PPb_AIDA%20KARTINI%20SAIDIN%20EC%2012_5.pdf

id	uitm-18046
recordtype	eprints
spelling	uitm-180462019-03-04T04:48:34Z http://ir.uitm.edu.my/id/eprint/18046/ Performance of reinforced concrete wall foundation connection under lateral static load / Aida Kartini Saidin Saidin, Aida Kartini Steel fabric reinforced concrete wall foundation is considered as an innovative construction method in Malaysia to reduce weight on foundation. This type of wall foundation may require sequ encial analysis in making an effective product that gives advantanges in all aspects and gives better performance.This research involved laboratory experimental work on three reinforced concrete wall foundation samples.The wall is reinforced with steel fabric of size B7 and concrete Grade 30 mix with steel fabric. The wall foundation samples were tested under lateral static load with the load applied upper of the wall he ight wall. The support condition was considered as fixed at the lower end foundation. The ultimate load sustained by the samples is 30kN with maximum displacement of 35mm before failure. From the observation, there are failure cracks along the connection and at the side of the connection that influence the strength of the connection itself. Wall foundation 1 started to crack when load reach the value of 5kN with maximum deflection of 15.44mm while for sample 2, wall foundation started to crack when applied load reach the value of 5.97kN with maximum deflection of 10.37mm. Lastly, for sample 3, wall foundation started to crack when applied load reach the value of 8.58kN with maximum deflection of 20.13mm. From research the maximum bending stress for sample 1, 2 and 3 is 3.75 kN/mm2, 7.36 kN/mm2 and 9.72 kN/mm2 respectively. Modulus of elasticity for sample 1, 2 and 3 are 8.78862 xlO-3 N/mm2, 9.9571 xlO-3 N/mm2 and 0.1180 xlO-3 N/mm2 respectively. Therefore, maximum modulus of elasticity usually occurs at connection of wall foundation. Besides that, lateral static load has affect on the compressive strength, fracture energy and ductility thus inhabit the crack propagation of the reinforced concrete wall foundation. Faculty of Civil Engineering 2012 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/18046/1/PPb_AIDA%20KARTINI%20SAIDIN%20EC%2012_5.pdf Saidin, Aida Kartini (2012) Performance of reinforced concrete wall foundation connection under lateral static load / Aida Kartini Saidin. [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 fabric reinforced concrete wall foundation is considered as an innovative construction method in Malaysia to reduce weight on foundation. This type of wall foundation may require sequ encial analysis in making an effective product that gives advantanges in all aspects and gives better performance.This research involved laboratory experimental work on three reinforced concrete wall foundation samples.The wall is reinforced with steel fabric of size B7 and concrete Grade 30 mix with steel fabric. The wall foundation samples were tested under lateral static load with the load applied upper of the wall he ight wall. The support condition was considered as fixed at the lower end foundation. The ultimate load sustained by the samples is 30kN with maximum displacement of 35mm before failure. From the observation, there are failure cracks along the connection and at the side of the connection that influence the strength of the connection itself. Wall foundation 1 started to crack when load reach the value of 5kN with maximum deflection of 15.44mm while for sample 2, wall foundation started to crack when applied load reach the value of 5.97kN with maximum deflection of 10.37mm. Lastly, for sample 3, wall foundation started to crack when applied load reach the value of 8.58kN with maximum deflection of 20.13mm. From research the maximum bending stress for sample 1, 2 and 3 is 3.75 kN/mm2, 7.36 kN/mm2 and 9.72 kN/mm2 respectively. Modulus of elasticity for sample 1, 2 and 3 are 8.78862 xlO-3 N/mm2, 9.9571 xlO-3 N/mm2 and 0.1180 xlO-3 N/mm2 respectively. Therefore, maximum modulus of elasticity usually occurs at connection of wall foundation. Besides that, lateral static load has affect on the compressive strength, fracture energy and ductility thus inhabit the crack propagation of the reinforced concrete wall foundation.
format	Student Project
author	Saidin, Aida Kartini
spellingShingle	Saidin, Aida Kartini Performance of reinforced concrete wall foundation connection under lateral static load / Aida Kartini Saidin
author_facet	Saidin, Aida Kartini
author_sort	Saidin, Aida Kartini
title	Performance of reinforced concrete wall foundation connection under lateral static load / Aida Kartini Saidin
title_short	Performance of reinforced concrete wall foundation connection under lateral static load / Aida Kartini Saidin
title_full	Performance of reinforced concrete wall foundation connection under lateral static load / Aida Kartini Saidin
title_fullStr	Performance of reinforced concrete wall foundation connection under lateral static load / Aida Kartini Saidin
title_full_unstemmed	Performance of reinforced concrete wall foundation connection under lateral static load / Aida Kartini Saidin
title_sort	performance of reinforced concrete wall foundation connection under lateral static load / aida kartini saidin
publisher	Faculty of Civil Engineering
publishDate	2012
url	http://ir.uitm.edu.my/id/eprint/18046/ http://ir.uitm.edu.my/id/eprint/18046/1/PPb_AIDA%20KARTINI%20SAIDIN%20EC%2012_5.pdf
first_indexed	2023-09-18T22:59:38Z
last_indexed	2023-09-18T22:59:38Z
_version_	1777418086526222336

Performance of reinforced concrete wall foundation connection under lateral static load / Aida Kartini Saidin

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