Please use this identifier to cite or link to this item: http://dspace.uniten.edu.my/jspui/handle/123456789/10225
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dc.contributor.authorFathoni Usmanen_US
dc.contributor.authorNorhasniyati Mat Hussinen_US
dc.date.accessioned2018-04-04T01:30:53Z-
dc.date.available2018-04-04T01:30:53Z-
dc.date.issued2015-
dc.identifier.urihttp://cogs.uniten.edu.my/portal/NatGrad2015/Proceedings/CE/PaperID_48.pdf-
dc.identifier.urihttp://dspace.uniten.edu.my/jspui/handle/123456789/10225-
dc.description.abstractThe consideration of using composite beam in the construction field is becoming more important in civil engineering studies. This study is concerned with a new type of composite configuration of concrete beam where the different materials are used as per required capacity to improve in terms of constructability and material optimization. This study is focused on fabrication of the Hybrid Concrete (HC) beam. A normal reinforced concrete (RC) beam and HC beam with lightweight concrete enveloping arch shape high performance concrete are fabricated and tested. It observed that the HC beam was subjected to more displacement of 24.96% compared to RC beam in equal applied load.en_US
dc.language.isoenen_US
dc.titleFlexural Behaviour of Hybrid Concrete Beamen_US
dc.typeConference Proceedingen_US
dc.relation.conferenceThe 3rd National Graduate Conference (NatGrad2015), Universiti Tenaga Nasional, Putrajaya Campus, 8-9 April 2015en_US
item.fulltextNo Fulltext-
item.grantfulltextnone-
Appears in Collections:COGS Scholarly Publication
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