建筑结构学报2013，Vol.34Issue(4)：115-123,9.
钢-混凝土组合梁开孔波折板连接件受剪性能试验研究
Experimental study on shear behavior of perforated corrugated plate connectors in steel and concrete composite beam
摘要
Abstract
Based on the test results of 12 groups of perforated corrugated plate connectors with different parameters, the failure modes, characteristics of load-slip behavior, impact of constructional parameters on the bearing capacity, variation rule of transverse rebar strain, and the von Mises stress curve of the shear connectors were studied by monotonic shear loading test. It can be concluded that the load-slip curve of the corrugated perforated shear connectors can be approximately divided into no slip stage, the elastic stage, the plastic stage and the the failure stage. The height of wave and the strength of concrete have great influence on the bearing capacity, shearing stiffness and the characteristics of load-slip. The von Mises stress of the welding side is greater than that of free side. The von Mises stress of the flap segment is greater than that of flat segment. The von Mises stress of the side with holes presents linearly increasing trend with the increasing load. For the specimens with the same parameters, the smaller the diameter of transverse rebars is, the larger the stress of the rebars is. The larger the height of wave is, the smaller the shear force of the transverse rebars is. Compared with perforated plate connectors, the shear capacity of perforated corrugated plate connectors without transverse rebars increases by 300% , and the shear capacity of perforated corrugated plate connectors of contain transverse rebars increases by 200%.关键词
钢-混凝土组合梁/开孔波折板连接件/受剪试验/受剪性能/荷载-滑移曲线/破坏形态Key words
steel and concrete composite beam/ perforated corrugated plate connector/ shear test/ shear behavior/ load-slip curve/ failure mode分类
建筑与水利引用本文复制引用
陈建兵,尤元宝,万水..钢-混凝土组合梁开孔波折板连接件受剪性能试验研究[J].建筑结构学报,2013,34(4):115-123,9.基金项目
国家自然科学基金项目(50078014),住房和城乡建设部科学技术项目(2009-K2-25). （50078014）
