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Performance improvement of profiled steel sheet dry board floor system by concrete infill

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dc.citedby3
dc.contributor.authorBadaruzzaman W.H.W.en_US
dc.contributor.authorShodiq H.M.en_US
dc.contributor.authorEng J.en_US
dc.contributor.authorid57205189014en_US
dc.contributor.authorid6504724288en_US
dc.contributor.authorid55906937100en_US
dc.date.accessioned2023-12-28T08:57:38Z
dc.date.available2023-12-28T08:57:38Z
dc.date.issued2006
dc.description.abstractThe Profiled Steel Sheeting Dry Board (PSSDB) system is a type of lightweight composite structural system constructed from profiled steel sheeting and dry board connected by selfdrilling and self-tapping screws. The PSSDB system can be applied as flooring, walling and roofing panels in buildings. This paper focuses on studying the enhancement of the structural performance of the PSDDB floor system with the introduction of concrete infill in the trough of the profiled steel sheet. The study was conducted through theoretical and experimental approach. The finite element and simple beam models developed have been shown able to predict the behavior of the PSSDB floor system with concrete infill with a very high level of accuracy, i.e. in between 5% to 10%. It has been proven theoretically and experimentally that concrete as an infill material can increase the performance of the floor system compared to the original system without any infill material. Results found that with the use of concrete infill, the deflection at mid-span of the PSSDB floor system has been reduced up to 19%. This indicated an enhancement in the stiffness of the system. � 2006 by School of Engineering and Technology, Asian Institute of Technology.en_US
dc.description.natureFinalen_US
dc.identifier.epage386
dc.identifier.scopus2-s2.0-84886645739
dc.identifier.spage381
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84886645739&partnerID=40&md5=905f2cdd947055a5deb6af0699d354b5
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/29776
dc.identifier.volume5
dc.pagecount5
dc.publisherSchool of Engineering and Technologyen_US
dc.sourceScopus
dc.sourcetitleConstruction and Professional Practices - Proceedings of the 10th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2010
dc.subjectConcrete infill
dc.subjectFinite element model
dc.subjectPredict behavior
dc.subjectSimple beam model
dc.subjectConcretes
dc.subjectFloors
dc.subjectSteel sheet
dc.subjectStructural analysis
dc.subjectExperimental approaches
dc.subjectLightweight composites
dc.subjectPerformance improvements
dc.subjectPredict behavior
dc.subjectProfiled steel sheet
dc.subjectProfiled steel sheeting
dc.subjectSimple beams
dc.subjectStructural performance
dc.subjectFinite element method
dc.titlePerformance improvement of profiled steel sheet dry board floor system by concrete infillen_US
dc.typeConference paperen_US
dspace.entity.typePublication
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