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.
[2]
JURKIEWIEZ B,HOTTIER J M.Static Behavior of a Steel-concrete Composite Beam with an Innovative Horizontal Connection[J].Journal of Constructional Steel Research,2005,61(9):1286-1300.
YANG Yong,HUO Xu-dong,XUE Jian-yang,et al.Experiment Study on Fatigue Behavior of Steel Plate-concrete Composite Bridge Decks[J].Engineering Mechanics,2011,28(8):37-44.
OUYANG Wen-xin,WANG Qing-yuan,SHI Xiao-shuang,et al.Fatigue Test and Analysis of PBL Shear Connectors[J].Journal of Zhejiang University:Engineering Science,2012,46(6):1090-1096.
[10]
SU Xiao-bo,LI Xiao-zhen,XIAO Lin,et al.State-of-the-art Review and Trend of Studies on PBL Shear Connector's Mechanical Properties[C]//Engineering Mechanics Editorial Office.Proceedings of the 21st National Conference on Structural Engineering(Ⅱ).Beijing:Engineering Mechanics Press,2012:82-89.
[11]
EN 1994-1-1:2004,Eurocode 4:Design of Composite Steel and Concrete Structures[S].
[12]
AHN J H,LEE C G,WON J H,et al.Shear Resistance of the Perfobond-rib Shear Connector Depending on Concrete Strength and Rib Arrangement[J].Journal of Constructional Steel Research,2010,66(10):1295-1307.
XIAO Lin,LI Xiao-zhen,WEI Xing.Research on the Static Load Mechanical Properties of PBL Shear Connectors' Push-out Test[J].China Railway Science,2010,31(3):15-21.
[17]
CANDIDO-MARTINS J P S,COSTA-NEVES L F,VELLASCO P C G S.Experimental Evaluation of the Structural Response of Perfobond Shear Connectors[J].Engineering Structures,2010,32(8):1976-1985.
WANG Chun-sheng,GAO Shan,REN Teng-xian,et al.Bending Behavior Experiment of Damage RC T-beams with Steel Plate and Concrete Composite Strengthening[J].Journal of Architecture and Civil Engineering,2010,27(3):94-101.
ZHOU Yong-chao,LI Chang-le,SUN Tie-jun,et al.Coupling Effect Analysis of Interface Relative Slip and Shear Lag of Steel-concrete Composite Beam[J].Journal of Architecture and Civil Engineering,2013,30(2):114-120.
[22]
LIU Yong-jian,ZHANG Ning,ZHANG Jun-guang.Mechanical Behavior of Concrete-filled Square Steel Tube Stiffened with PBL[J].Journal of Architecture and Civil Engineering,2012,29(4):13-17.
[23]
SLUTTER R G,FISHER J W.Fatigue Strength of Shear Connectors[J].Highway Research Record,1966,147:65-68.
ZONG Zhou-hong,CHE Hui-min.Experimental Study of Shear Connector Under Static and Fatigue Loading[J].Journal of Fuzhou University:Natural Science,1999,27(6):61-66.
[26]
任 剑.钢-混凝土组合结构疲劳性能试验研究[D].成都:西南交通大学,2006.
[27]
REN Jian.Experimental Study on Fatigue of Composite Steel-concrete Structure[D].Chengdu:Southwest Jiaotong University,2006.
