压型钢板-混凝土组合板纵向抗剪性能研究进展  

Research progress on longitudinal shear behaviour of profiled steel sheeting⁃concrete composite slabs

作　　者：焦九州 贾艳东[1] JIAO Jiuzhou;JIA Yandong(School of Civil and Architectural Engineering,Liaoning University of Technology,Jinzhou 121001,China)

机构地区：[1]辽宁工业大学土木建筑工程学院,锦州121001

出　　处：《建筑结构》2024年第10期43-52,共10页Building Structure

摘　　要：压型钢板-混凝土组合板具有承载力高、自重轻、施工便捷等优点,广泛应用于工业厂房、高层建筑及桥梁中。压型钢板-混凝土组合板的纵向抗剪性能是一个重要的研究方向,通过其对理论研究、试验研究以及数值模拟研究三方面进行梳理,分析了目前国内外压型钢板-混凝土组合板纵向抗剪性能的研究成果。结果表明:目前对组合板的纵向抗剪性能研究主要是以试验与数值模拟相结合的方式,基于试验结果建立的有限元模型,能够有效模拟组合板的受力状况。并基于研究现状,对压型钢板-混凝土组合板进一步的研究方向和思路提出建议,以期对下一步的研究应用提供参考。The profiled steel sheeting-concrete composite slabs has the advantages of high bearing capacity,light weight and convenient construction.It is widely used in industrial plants,high-rise buildings and bridges.The longitudinal shear behaviour of profiled steel sheeting-concrete composite slabs is an important research direction.Through combing the theoretical research,experimental research and numerical simulation research,the research results of longitudinal shear behaviour of profiled steel sheeting-concrete composite slabs at home and abroad were analyzed.The results show that the current research on the longitudinal shear behaviour of composite slabs is mainly based on the combination of test and numerical simulation.The finite element model based on the test results can effectively simulate the stress state of the composite slabs.Based on the research status,some suggestions on the further research direction and ideas of profiled steel sheeting-concrete composite slabs were put forward in order to provide reference for the next research and application.

关 键 词：压型钢板-混凝土组合板 纵向抗剪性能 理论研究 试验研究 

分 类 号：TU398.9[建筑科学—结构工程]