Optimisation of calcium silicate and sand cement bricks in masonary bearing walls / Kartini Kamaruddin and Siti Hawa Hamzah

Design and construction of buildings used to be on framed structure incorporating reinforced concrete, steel or timber as structural member to transmit load to the foundation. Bricks are normally used as infill materials in these framed structures. However, research has shown that bricks can also b...

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Main Authors: Kamaruddin, Kartini, Hamzah, Siti Hawa
Format: Article
Language:English
Published: Institute of Research, Development and Commercialisation (IRDC) 2006
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Online Access:http://ir.uitm.edu.my/id/eprint/12814/1/AJ_KARTINI%20KAMARUDDIN%20SRJ%2006%201.pdf
http://ir.uitm.edu.my/id/eprint/12814/
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spelling my.uitm.ir.128142016-05-26T07:00:53Z http://ir.uitm.edu.my/id/eprint/12814/ Optimisation of calcium silicate and sand cement bricks in masonary bearing walls / Kartini Kamaruddin and Siti Hawa Hamzah Kamaruddin, Kartini Hamzah, Siti Hawa Calcium silicates Masonry Design and construction of buildings used to be on framed structure incorporating reinforced concrete, steel or timber as structural member to transmit load to the foundation. Bricks are normally used as infill materials in these framed structures. However, research has shown that bricks can also be used as external and internal masonry bearing walls. With the use of structural masonry construction method, cheaper and faster construction can be achieved. Savings are obtained by using less formwork and reinforcing steel, reducing construction time as lesser frames or none are used, and eliminating waiting time for the structural concrete to cure or gain their strength. Calcium silicate and sand cement bricks were tested for their mechanical properties. Investigations were carried out on six masonry bearing walls. Each unit measured 1000 mm × 1000 mm and a half brick thick. The structural behaviour due to compressive axial load was investigated and it shows that both bricks satisfy the requirement as load bearing wall. However, the study concluded that sand cement brick wall showed better performance, with maximum lateral displacement of 3.81mm, vertical deflection of 6.63 mm and ultimate load of 448.13 kN. Institute of Research, Development and Commercialisation (IRDC) 2006 Article PeerReviewed text en http://ir.uitm.edu.my/id/eprint/12814/1/AJ_KARTINI%20KAMARUDDIN%20SRJ%2006%201.pdf Kamaruddin, Kartini and Hamzah, Siti Hawa (2006) Optimisation of calcium silicate and sand cement bricks in masonary bearing walls / Kartini Kamaruddin and Siti Hawa Hamzah. Scientific Research Journal, 3 (2). pp. 45-59. ISSN 1675-7009 https://srj.uitm.edu.my/
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
topic Calcium silicates
Masonry
spellingShingle Calcium silicates
Masonry
Kamaruddin, Kartini
Hamzah, Siti Hawa
Optimisation of calcium silicate and sand cement bricks in masonary bearing walls / Kartini Kamaruddin and Siti Hawa Hamzah
description Design and construction of buildings used to be on framed structure incorporating reinforced concrete, steel or timber as structural member to transmit load to the foundation. Bricks are normally used as infill materials in these framed structures. However, research has shown that bricks can also be used as external and internal masonry bearing walls. With the use of structural masonry construction method, cheaper and faster construction can be achieved. Savings are obtained by using less formwork and reinforcing steel, reducing construction time as lesser frames or none are used, and eliminating waiting time for the structural concrete to cure or gain their strength. Calcium silicate and sand cement bricks were tested for their mechanical properties. Investigations were carried out on six masonry bearing walls. Each unit measured 1000 mm × 1000 mm and a half brick thick. The structural behaviour due to compressive axial load was investigated and it shows that both bricks satisfy the requirement as load bearing wall. However, the study concluded that sand cement brick wall showed better performance, with maximum lateral displacement of 3.81mm, vertical deflection of 6.63 mm and ultimate load of 448.13 kN.
format Article
author Kamaruddin, Kartini
Hamzah, Siti Hawa
author_facet Kamaruddin, Kartini
Hamzah, Siti Hawa
author_sort Kamaruddin, Kartini
title Optimisation of calcium silicate and sand cement bricks in masonary bearing walls / Kartini Kamaruddin and Siti Hawa Hamzah
title_short Optimisation of calcium silicate and sand cement bricks in masonary bearing walls / Kartini Kamaruddin and Siti Hawa Hamzah
title_full Optimisation of calcium silicate and sand cement bricks in masonary bearing walls / Kartini Kamaruddin and Siti Hawa Hamzah
title_fullStr Optimisation of calcium silicate and sand cement bricks in masonary bearing walls / Kartini Kamaruddin and Siti Hawa Hamzah
title_full_unstemmed Optimisation of calcium silicate and sand cement bricks in masonary bearing walls / Kartini Kamaruddin and Siti Hawa Hamzah
title_sort optimisation of calcium silicate and sand cement bricks in masonary bearing walls / kartini kamaruddin and siti hawa hamzah
publisher Institute of Research, Development and Commercialisation (IRDC)
publishDate 2006
url http://ir.uitm.edu.my/id/eprint/12814/1/AJ_KARTINI%20KAMARUDDIN%20SRJ%2006%201.pdf
http://ir.uitm.edu.my/id/eprint/12814/
https://srj.uitm.edu.my/
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