文章基本信息

标题：Behaviour of Concrete Deck Slab Using Shear Connectors: A Review
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作者：Prerana M Choradiya ; Popat D Kumbhar
期刊名称：International Journal of Innovative Research in Science, Engineering and Technology
印刷版ISSN：2347-6710
电子版ISSN：2319-8753
出版年度：2015
卷号：4
期号：12
页码：12883
DOI：10.15680/IJIRSET.2015.0412149
出版社：S&S Publications
摘要：Composite slabs or composite deck slabs consist of profile deck sheet and concrete. In recent years thecomposite slabs are widely in demand due to its lighter weight, economical construction work and its capability todefend the natural disasters like earthquake. Structurally, composite slab serves the entire requirement in terms ofstrength and durability of structure recommended by standard codal provision. Several researchers have been studyingthe behaviour of composite slab but due to its complex behaviour yet it is not completely understood. The behaviour ofcomposite slab directly depends on the deformability and contact strength. Though the work in this area is done in allpossible directions yet some questions are unanswered for horizontal shear, ductile designing of slab and dependencyof test result. This paper deals with some important literature reviews regarding composite slab behaviour incorporatingdifferent profiles.
关键词：Composite Slab; Profile Sheet; Shear Connectors; Deflection; Horizontal Shear