HU Jian-hua,YE Mei-xin,HUANG Qiong.Experiment on Bearing Capacity of PBL Shear Connectors[J].China Journal of Highway and Transport,2006,19(6):65-72.
[3]
VIANNA J C,COSTA-NEVES L F,VELLASCO P C G S,et al.Experimental Assessment of Perfobond and T-perfobond Shear Connectors' Structural Response[J].Journal of Constructional Steel Research,2009,65(2):408-421.
[4]
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(3/4/5):465-479.
ZHANG Qing-hua,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.
LI Qiao,WU Huan-ling,TANG Liang,et al.Study on the Internal Force Distribution Rule for the Steel-concrete Joint Segment of Nanjing Yangtze River 3rd Bridge[C]//Highway and Transportation Society of China.The Symposium of the 2005 National Bridge Conference for the Bridge and Structure Branch of Highway and Transportation Society of China.Beijing:China Communications Press,2005:818-823.
ZHANG Qing-hua,LI Qiao,TANG Liang.Research on 3D FEM Nonlinear Simulation Method for Shear Connectors[J].Journal of Southwest Jiaotong University,2005,40(5):595-599.
[11]
ZHANG Yu-zhi,LI Qiao,XIA Song.Research on the Influence Factors to the Working Performance of PBL Shear Connectors[J].Applied Mechanics and Materials,2012,178-181:2192-2198.
[12]
KALFAS C,PAVLIDIS P,GALOUSSIS E.Inelastic Behaviour of Shear Connection by a Method Based on FEM[J].Journal of Constructional Steel Research,1997,44(1/2):107-114.
[13]
SEBASTIAN W M,MCCONNEL R E.Nonlinear FE Analysis of Steel-concrete Composite Structures[J].Journal of Structural Engineering,2000,126(6):662-674.