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压型钢板-混凝土组合板的组合效应分析
引用本文:林春姣,林春伟.压型钢板-混凝土组合板的组合效应分析[J].广西工学院学报,2006,17(1):66-69.
作者姓名:林春姣  林春伟
作者单位:广西大学土木建筑工程学院,广西,南宁,530004;广西建筑工程质量检测中心,广西,南宁,530011
摘    要:压型钢板-混凝土组合板构件中,压型钢板和混凝土的组合效应体现了两者之间共同工作的程度,也体现了构件的抗剪强度。为了研究工程中各种组合板的组合效应,提出了组合效应系数的概念,并通过对试验资料的分析,提出组合效应系数的计算式,根据计算结果初步判断组合板构件的破坏形态。现在用两个试验对算式进行验证,结果基本相符。

关 键 词:压型钢板-混凝土组合板  组合效应系数  剪力键(剪力筋)  板端栓钉
文章编号:1004-6410(2006)01-0066-04
收稿时间:2005-12-22
修稿时间:2005年12月22

Analysis on composite action of composite slabs constructed with profiled sheet and concrete
LIN Chun-jiao,LIN Chun-wei.Analysis on composite action of composite slabs constructed with profiled sheet and concrete[J].Journal of Guangxi University of Technology,2006,17(1):66-69.
Authors:LIN Chun-jiao  LIN Chun-wei
Affiliation:1. College of Civil Engineering and Architecture , Guangxi University,Nanning 530004,China; 2. Guangxi Construction Testing Center,Nanning 530011, China
Abstract:Composite action shows the cooperation between the profiled sheet and concrete in the composite slabs.To study composite slabs' composite action,this paper gives a composite action coefficient,and presents formulae to calculate it based on the analysis of experimental researches.The model of failure of composite slabs can be deduced by the composite action coefficient.The paper also proves the formulae with two tests,and the result basically agrees.
Keywords:composite slabs constructed with profiled steel sheet and concrete  composite action coefficient  slab's end stud  shear wires attached to the sheet
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