吴文明.大跨度钢箱拱桥钢与混凝土结合部试验研究［D］.上海:同济大学,2007.WU Wenming.Mechanics Behavior of Joint between Steelconcrete Arch Rib for Long Span Steel Box Arch Bridge［D］.Shanghai:Tongji University,2007.
[3]
VELJKOVIC M,JOHANSSON B.Residual Static Resistance of Welded Stud Shear Connectors［C］//Composite Construction in Steel and Concrete Ⅴ:Proceedings of the 5th International Conference.Mpumalanga,South Africa:ASCE,2006.49-49.
[4]
OLLGAARD J G,SLUTTER R G,FISHER J W.Shear Strength of Stud Connectors in Lightweight and Normal Weight Concrete［J］.Engineering Structures,1971,8(2):55-64.
[5]
OGUEJIOFOR E C,HOSAIN M U.Peffobond Rib Shear Connectors:An Experimental Investigation［C］//International Conference on Composite Steel Structures.Barking,Eng.:Elsevier Science,1987:62-71.
[6]
LEONHARDT F,ANDRAE W,ANDRAE H P,et al.New,Improved Bonding Means for Composite Load Bearing Structures with High Fatigue Strength［J］.Betonund Stahlbetonbau,1987,82(12):325-331.
[7]
刘玉擎,周伟翔,蒋劲松.开孔板连接件抗剪性能试验研究［J］.桥梁建设,2006(6):1-6.LIU Yuqing,ZHOU Weixiang,JIANG Jinsang.Experimental Study of Shearing Behavior ofPerforated Plate Connector［J］.Bridge Construction,2006(6):1-6.
王军文,倪章军,李建中,等.石板坡长江大桥钢混结合段局部应力分析［J］.公路交通科技,2007,24(8):99-102.WANG Junwen,NI Zhanginn,LI Jianzhong,et al.Analysis on Local Stress of Steel-concrete Beam Linked Part of Shibanpo Bridge［J］.Journal of Highway and Transportation Research and Development,2007,24(8):99-102.
[10]
唐琎,叶梅新.钢-混凝土组合结构中密集型剪力钉群的受力状态［J］.长沙铁道学院学报,1999,17(4):68-73.TANG Jin,YE Meixin.Load Distribution State of Crowded Shear Stud Group［J］.Journal of Changsha Railway University,1999,17(4):68-73.
