Flexural behaviour of reinforced concrete slab with opening

Malaysian Technical Universities Conference on Engineering and Technology organized by Universiti Malaysia Pahang in collaboration with Universiti Tun Hussein Onn Malaysia, Universiti Teknikal Malaysia Melaka & Universiti Malaysia Perlis on June 20th - 22nd, 2009, at MS Garden Hotel, Kuantan, P...

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Main Authors: Koh, Heng Boon, Abu Bakar, Mohamad Diah, Lee, Yee Loon
Format: Working Paper
Language:English
Published: Universiti Malaysia Pahang 2010
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Online Access:http://dspace.unimap.edu.my/xmlui/handle/123456789/8742
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spelling my.unimap-87422010-08-17T05:41:05Z Flexural behaviour of reinforced concrete slab with opening Koh, Heng Boon Abu Bakar, Mohamad Diah Lee, Yee Loon RC slab Opening Flexural behaviour Malaysian Technical Universities Conference on Engineering and Technology (MUCEET) Malaysian Technical Universities Conference on Engineering and Technology organized by Universiti Malaysia Pahang in collaboration with Universiti Tun Hussein Onn Malaysia, Universiti Teknikal Malaysia Melaka & Universiti Malaysia Perlis on June 20th - 22nd, 2009, at MS Garden Hotel, Kuantan, Pahang, Malaysia. An experimental work was conducted to determine the structural performance of oneway reinforced concrete (RC) slabs with rectangular opening. 5 types of RC slabs which consist of 2 panels for each type were tested by four points bending tests. These include one control slab (S1) without opening and the other four (S2, S3, S4 and S5) with rectangular opening at the centre. S3 slabs were provided with additional rectangular bars surrounding the opening. S4 slabs were provided with additional diagonal bars located at the edges of the opening, and S5 slabs were provided with additional rectangular and diagonal bars surrounding the opening. However, S2 slabs were not provided with any additional bar at the opening. The test results indicate that RC slab with opening gave a reduction of 36% in capacity compared to RC slab without opening. Among the RC slabs with opening, S5 achieved the highest capacity but the effect of additional diagonal bar was not significant. Pure bending cracks were found at the bottom slabs between the two concentrated loads. 2010-08-17T05:41:04Z 2010-08-17T05:41:04Z 2009-06-20 Working Paper http://hdl.handle.net/123456789/8742 en Proceedings of the Malaysian Technical Universities Conference on Engineering and Technology (MUCEET) 2009 Universiti Malaysia Pahang
institution Universiti Malaysia Perlis
building UniMAP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Perlis
content_source UniMAP Library Digital Repository
url_provider http://dspace.unimap.edu.my/
language English
topic RC slab
Opening
Flexural behaviour
Malaysian Technical Universities Conference on Engineering and Technology (MUCEET)
spellingShingle RC slab
Opening
Flexural behaviour
Malaysian Technical Universities Conference on Engineering and Technology (MUCEET)
Koh, Heng Boon
Abu Bakar, Mohamad Diah
Lee, Yee Loon
Flexural behaviour of reinforced concrete slab with opening
description Malaysian Technical Universities Conference on Engineering and Technology organized by Universiti Malaysia Pahang in collaboration with Universiti Tun Hussein Onn Malaysia, Universiti Teknikal Malaysia Melaka & Universiti Malaysia Perlis on June 20th - 22nd, 2009, at MS Garden Hotel, Kuantan, Pahang, Malaysia.
format Working Paper
author Koh, Heng Boon
Abu Bakar, Mohamad Diah
Lee, Yee Loon
author_facet Koh, Heng Boon
Abu Bakar, Mohamad Diah
Lee, Yee Loon
author_sort Koh, Heng Boon
title Flexural behaviour of reinforced concrete slab with opening
title_short Flexural behaviour of reinforced concrete slab with opening
title_full Flexural behaviour of reinforced concrete slab with opening
title_fullStr Flexural behaviour of reinforced concrete slab with opening
title_full_unstemmed Flexural behaviour of reinforced concrete slab with opening
title_sort flexural behaviour of reinforced concrete slab with opening
publisher Universiti Malaysia Pahang
publishDate 2010
url http://dspace.unimap.edu.my/xmlui/handle/123456789/8742
_version_ 1643789207583326208
score 13.214268