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Structural performance of expanded polystyrene lightweight concrete (EPS - LWC) wall panel with square opening / Syed Nurfahmi Effendi Syed Abdul Malik

The load bearing wall is common construction for tall building. The lightweight expanded polystyrene wall panel was establishing in this study in order to develop as the load bearing wall. This study provide the expanded polystyrene lightweight concrete (EPS - LWC ) wall panel with square opening at...

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Main Author: Syed Abdul Malik, Syed Nurfahmi Effendi
Format: Student Project
Language:English
Published: Faculty of Civil Engineering 2013
Online Access:http://ir.uitm.edu.my/id/eprint/18105/2/PPb_SYED%20NURFAHMI%20EFFENDI%20SYED%20ANDUL%20MALIK%20EC%2013_5.PDF
http://ir.uitm.edu.my/id/eprint/18105/
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spelling my.uitm.ir.181052019-10-15T03:37:43Z http://ir.uitm.edu.my/id/eprint/18105/ Structural performance of expanded polystyrene lightweight concrete (EPS - LWC) wall panel with square opening / Syed Nurfahmi Effendi Syed Abdul Malik Syed Abdul Malik, Syed Nurfahmi Effendi The load bearing wall is common construction for tall building. The lightweight expanded polystyrene wall panel was establishing in this study in order to develop as the load bearing wall. This study provide the expanded polystyrene lightweight concrete (EPS - LWC ) wall panel with square opening at the centre of wall panel. The objective of this study is to determine the ultimate axial load and maximum deflection of expanded polystyrene light weight concrete (EPS - LWC) wall panel. At the same time, this study also to evaluate crack behaviour of expanded polystyrene light weight concrete (EPS - LWC) wall panel with square opening. The material using to establish lightweight concrete wall panel are steel fibre and expanded polystyrene beads. The using of steel fiber is to minimize the major and minor crack around the opening. For the expanded polystyrene beads (EPS), it’s using to replace the coarse and fine aggregate to ensure the lightweight wall panel is establish. In this study were conducted two samples which are EPS - LWC wall panel with and without opening. The sample of EPS - LWC wall panel without opening is a control sample to compare with EPS - LWC wall panel with square opening. The result further confirm that the ultimate load of EPS - LWC without opening was 771 kN higher than EPS - LWC with square opening which is 428 kN. The deflection profile was not compliance the Euler’s rule because the wall was experience the maximum deflection at 1350 mm from the base of wall panel. Faculty of Civil Engineering 2013 Student Project NonPeerReviewed other en http://ir.uitm.edu.my/id/eprint/18105/2/PPb_SYED%20NURFAHMI%20EFFENDI%20SYED%20ANDUL%20MALIK%20EC%2013_5.PDF Syed Abdul Malik, Syed Nurfahmi Effendi (2013) Structural performance of expanded polystyrene lightweight concrete (EPS - LWC) wall panel with square opening / Syed Nurfahmi Effendi Syed Abdul Malik. [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 The load bearing wall is common construction for tall building. The lightweight expanded polystyrene wall panel was establishing in this study in order to develop as the load bearing wall. This study provide the expanded polystyrene lightweight concrete (EPS - LWC ) wall panel with square opening at the centre of wall panel. The objective of this study is to determine the ultimate axial load and maximum deflection of expanded polystyrene light weight concrete (EPS - LWC) wall panel. At the same time, this study also to evaluate crack behaviour of expanded polystyrene light weight concrete (EPS - LWC) wall panel with square opening. The material using to establish lightweight concrete wall panel are steel fibre and expanded polystyrene beads. The using of steel fiber is to minimize the major and minor crack around the opening. For the expanded polystyrene beads (EPS), it’s using to replace the coarse and fine aggregate to ensure the lightweight wall panel is establish. In this study were conducted two samples which are EPS - LWC wall panel with and without opening. The sample of EPS - LWC wall panel without opening is a control sample to compare with EPS - LWC wall panel with square opening. The result further confirm that the ultimate load of EPS - LWC without opening was 771 kN higher than EPS - LWC with square opening which is 428 kN. The deflection profile was not compliance the Euler’s rule because the wall was experience the maximum deflection at 1350 mm from the base of wall panel.
format Student Project
author Syed Abdul Malik, Syed Nurfahmi Effendi
spellingShingle Syed Abdul Malik, Syed Nurfahmi Effendi
Structural performance of expanded polystyrene lightweight concrete (EPS - LWC) wall panel with square opening / Syed Nurfahmi Effendi Syed Abdul Malik
author_facet Syed Abdul Malik, Syed Nurfahmi Effendi
author_sort Syed Abdul Malik, Syed Nurfahmi Effendi
title Structural performance of expanded polystyrene lightweight concrete (EPS - LWC) wall panel with square opening / Syed Nurfahmi Effendi Syed Abdul Malik
title_short Structural performance of expanded polystyrene lightweight concrete (EPS - LWC) wall panel with square opening / Syed Nurfahmi Effendi Syed Abdul Malik
title_full Structural performance of expanded polystyrene lightweight concrete (EPS - LWC) wall panel with square opening / Syed Nurfahmi Effendi Syed Abdul Malik
title_fullStr Structural performance of expanded polystyrene lightweight concrete (EPS - LWC) wall panel with square opening / Syed Nurfahmi Effendi Syed Abdul Malik
title_full_unstemmed Structural performance of expanded polystyrene lightweight concrete (EPS - LWC) wall panel with square opening / Syed Nurfahmi Effendi Syed Abdul Malik
title_sort structural performance of expanded polystyrene lightweight concrete (eps - lwc) wall panel with square opening / syed nurfahmi effendi syed abdul malik
publisher Faculty of Civil Engineering
publishDate 2013
url http://ir.uitm.edu.my/id/eprint/18105/2/PPb_SYED%20NURFAHMI%20EFFENDI%20SYED%20ANDUL%20MALIK%20EC%2013_5.PDF
http://ir.uitm.edu.my/id/eprint/18105/
_version_ 1685649035987255296
score 13.211869

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