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신형상의 데크플레이트를 이용한 합성슬래브의 구조적거동에 관한 연구
김창우(Chang Woo Kim),최성모(Sung Mo Choi),엄철환(Chul Hwan Eum),강도안(Do An Kang),최완철(Oan Choi Chul),문태섭(Tae Sup Moon),김규석(Gyu Suk Kim),김덕재(Duck Jae Kim),김동규(Dong Kyu Kim) 한국강구조학회 1997 韓國鋼構造學會誌 Vol.9 No.3
Cold-formed deck sections are used in many composite floor slab applications wherein the steel deck serves not only as the form for the concrete during construction but also as the principal tensile reinforcement for the bottom fiber of the composite slab. This paper provides the results of an experimental study performed for the composite slabs with the new shaped deck plates with the locking ribs, the dove tails, and the powerful embossment, which are the mechanical means to improve positive interlocking effect between the deck and the concrete. A total of 28 specimens are tested to clarify the composite effects between the concrete and metal deck plate. Important parameters in this study are the span length. the thickness of the deck plate, support condition, and whether shear studs are placed at each support or not. The test results are summarized for the maximum load and failure behavior for the specimens.