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闭口式压型钢板-混凝土组合楼板受剪承载力试验研究
引用本文:马智刚,郭彦林,陈国栋,郑永会,尹晓东,玄俊男.闭口式压型钢板-混凝土组合楼板受剪承载力试验研究[J].建筑结构,2005,35(1):42-43,52.
作者姓名:马智刚  郭彦林  陈国栋  郑永会  尹晓东  玄俊男
作者单位:清华大学土木工程系,北京,100084;鞍山东方钢结构有限公司,114001
摘    要:进行了 6块闭口型组合楼板的受剪试验 ,获得了其斜截面抗剪承载力及破坏形式 ,提出了这种组合板斜截面抗剪承载能力的简化计算公式 ,供工程设计时参考。试验结果与计算值的比较表明 ,简化计算公式能较合理地估算这种闭口型组合楼板的抗剪承载力

关 键 词:组合板  抗剪承载力  试验研究  闭口型压型钢板

Experimental Investigation on Shear-bearing Capacities of Closed-section Steel Deck-concrete Composite Slabs
Ma Zhigang ,Guo Yanlin ,Chen Guodong ,Zheng Yonghui ,Yin Xiaodong ,Xuan Junnan.Experimental Investigation on Shear-bearing Capacities of Closed-section Steel Deck-concrete Composite Slabs[J].Building Structure,2005,35(1):42-43,52.
Authors:Ma Zhigang  Guo Yanlin  Chen Guodong  Zheng Yonghui  Yin Xiaodong  Xuan Junnan
Affiliation:Ma Zhigang 1,Guo Yanlin 1,Chen Guodong 1,Zheng Yonghui 2,Yin Xiaodong 2,Xuan Junnan 2
Abstract:Based on the test of six specimens of closed-section steel deck-concrete composite slab,the shear-bearing capacities of diagonal sections and failure mechanisms are obtained.The simplified design formula is proposed,and is reasonable to estimate shear-bearing capacities of this kind of closed-section composite slab.
Keywords:composite slabs  shear-bearing capacities  test  closed-section steel deck
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