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합성용 데크플레이트를 이용한 합성슬래브의 전단부착강도에 관한 연구
김형준(Hyung Joon Kim),허충(Chung Hui),김진호(Jin Ho Kim),윤명호(Myung Ho Yoon),이명재(Myung Jae Lee),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
The objective of this study is to investigate the longitudinal shear strength of the composite slabs with the composite metal deckplate. The experiment was done with composite slabs which use the composite deckpalte. This paper compares the most important design methods for composite slabs - the m+k method and the partial connection theory. The partial connection theory has been established by Helmut Bode. 12 specimens(SPI) were tested for the study. And the informations of 2 specimens were used from a previous test. Parameters in the study are the thickness of deckplate(1.2, 1.6㎜), and shear span(L/7, L/3. L/4), shapes of deck plate etc. Based on experimental and analytical study, the longitudinal shear strength in the shear span were developed in this study. The modified formula would be consisted for the longitudinal shear strength.