GUO Jian-sheng,SUN Guo-zheng.Fracture Mechanics Method for Estimating the Fatigue Life of Welded Steel Structure[J].Hoisting and Conveying Machinery,1999(10):9-12.
WANG Yu-hang,NIE Jian-guo.Fatigue Behavior of Studs in a Composite Beam Based on Fracture Mechanics[J].Journal of Tsinghua University:Science and Technology,2009,49(9):35-38.
[6]
NAITHANI K C,GUPTA V K,GADH A D.Behavior of Shear Connectors Under Dynamic Loads[J].Materials and Structures,1988,21(5):359-363.
[7]
LEE P G,SHIM C S,CHANG S P.Design of Shear Connection in Composite Steel and Concrete Bridges with Precast Decks[J].Journal of Constructional Steel Research,2001,53(7):203-219.
[8]
聂建国.钢-混凝土组合梁结构:试验、理论与应用[M]北京:科学出版社,2005.
[9]
BRO M,WESTBERG M.Influence of Fatigue on Headed Stud Connectors in Composite Bridges[D].Lulea:Lulea University of Technology,2004.
[10]
黄 侨.桥梁钢-混凝土组合结构设计原理[M].北京:人民交通出版社,2004.
[11]
HUANG Qiao.Design Principle of Steel-concrete Composite Bridge Structures[M].Beijing:China Communications Press,2004.
LEE P G,SHIM C S,CHANG S P.Static and Fatigue Behavior of Large Stud Shear Connectors for Steel-Concrete Composite Bridge[J]Journal of Constructional Steel Research,2005,61(9):1270-1285.
[14]
JOHNSON R P.Resistance of Stud Shear Connectors to Fatigue[J].Journal of Constructional Steel Research,2000,56(2):101-116.
[15]
HANSWILLE G,PORSCH M,USTUNDAG C.Resistance of Headed Studs Subjected to Fatigue Loading Part I:Experimental Study[J].Journal of Constructional Steel Research,2007,63(4):475-484.
[16]
CIVJAN S A,SINGH P.Behavior of Shear Studs Subjected to Fully Reversed Cyclic Loading[J].Journal of Structural Engineering,2003,129(11):1466-1474.
[17]
NIE Jian-guo.Steel-concrete Composite Beam Structures:Experiment,Theory and Application[M].Beijing:Science Press,2005.
[18]
XIE E.Fatigue Strength of Shear Connectors[R].Guimaraes:University of Minho,2011.
[19]
OEHLERS D J.Deterioration in Strength of Stud Connectors in Composite Bridge Beams[J].Journal of Structural Engineering,1989,116(12):3417-3431.