Experimental Investigation on Ultimate Load-Bearing Capacity of PBL Shear Connectors

ZELLNER W.Recent design of composite bridges and a new type of shear connector[C]//Proceedings of ASCE/IABSE Engineering Foundation Conference-Composite Construction in Steel and Concrete.Henniker:New Hampshire,1987:240-252.[2] OGUEJIOFOR E C,HOSAIN M U.Numerical analysis of push-out specimens with perfobond rib connectors[J].Computers and Structures,1997,62(4):617-624.[3] OGUEJIOFOR E C,HOSAIN M U.A parametric study of perfobond rib shear connectors[J].Canadian Journal of Civil Engineering,1994,21(4):614-625.[4] MACHACEK J,STUDNICKA J.Perforated shear connectors[J].Steel and Composite Structures,2002,2(1):51-66.[5] VALENTE I,CRUZ P J S.Experimental analysis of perfobond shear connection between steel and lightweight concrete[J].Journal of Constructional Steel Research,2004,60(3-5):465-479.[6] 胡建华,叶梅新,黄琼.PBL 剪力连接件承载力试验[J].中国公路学报,2006,19(6):65-72.HU Jianhua,YE Meixin,HUANG Qiong.Experiment on bearing capacity of PBL shear connectors[J].China Journal of Highway and Transport,2006,19(6):65-72.[7] 张清华,李乔,唐亮.桥塔钢-混凝土结合段剪力键破坏机理及极限承载力[J].中国公路学报,2007,20(1):85-90.ZHANG Qinghua,LI Qiao,TANG Liang.Fracture mechanism and ultimate carrying capacity of shear connectors applied for steel-concrete joint segment of bridge pylon[J].China Journal of Highway and Transport,2007,20(1):85-90.