叶梅新,罗如登.群钉钢-混凝土组合件栓钉受力状态研究[J].钢结构,1999,14(3):39-42. YE Mei-xin,LUO Ru-deng.Study of Shear Force of Steel-concrete Composite Structures with a Large Number of Closely Arranged Studs[J].Steel Construction,1999,14(3):39-42.
[2]
苏庆田,刘玉擎,曾明根.苏通大桥索塔栓钉剪力连接件的力学性能试验[J].同济大学学报:自然科学版,2008,36(7):916-920. SU Qing-tian,LIU Yu-qing,ZENG Ming-gen.Experiments on Stud Shear Connectors in Cable-pylon of Sutong Bridge[J].Journal of Tongji University:Natural Science,2008,36(7):916-920.
[3]
曾明根,苏庆田,吴 冲.斜拉桥钢-混凝土组合索塔锚固区焊钉剪力分布[J].桥梁建设,2008(4):27-30,35. ZENG Ming-gen,SU Qing-tian,WU Chong.Shear Force Distribution of Welded Studs in Anchorage Zone of Steel and Concrete Composite Pylon of Cable-stayed Bridge[J].Bridge Construction,2008(4):27-30,35.
[4]
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 Mei-xin.Load Distribution State of Crowded Shear Stud Group[J].Journal of Changsha Railway University,1999,17(4):68-73.
[5]
曹建安,叶梅新.结合梁栓钉的极限承载力的试验研究[J].长沙铁道学院学报,1999,17(1):16-20. CAO Jian-an,YE Mei-xin.The Ultimate Load Behavior of Shear Connectors of Composite Girders[J].Journal of Changsha Railway University,1999,17(1):16-20.
[6]
GB 50017—2003,钢结构设计规范[S]. GB 50017—2003,Code for Design of Steel Structures [S].
[7]
SHIM C S,LEE P G,KIM D W,et al.Effects of Group Arrangement on the Ultimate Strength of Stud Shear Connection[C] //BUCHER C D,VIEST I M.Proceedings of the 2008 Composite Construction in Steel and Concrete Ⅵ.Reston:ASCE,2008:92-101.
[8]
吴 冲,廖崇庆,曾明根,等.组合连续梁桥高强砂浆填充群钉连接件抗剪承载力试验研究[J].建筑结构,2008,38(9):102-105. WU Chong,LIAO Chong-qing,ZENG Ming-gen,et al.Experimental Study on Ultimate Shear Capacity of Studs Group Filled with High Strength Mortar in Continuous Composite Bridge[J].Building Structure,2008,38(9):102-105.
[9]
白光亮,唐光武,周长晓.桥塔钢-混结合段剪力连接件承载力试验研究[J].桥梁建设,2010(1):17-20. BAI Guang-liang,TANG Guang-wu,ZHOU Chang-xiao.Test Study of Bearing Capacity of Shear Connectors Used for Steel and Concrete Composite Segment in Bridge Pylon[J].Bridge Construction,2010(1):17-20.
[10]
张清华,李 乔,卜一之.PBL剪力连接件群传力机理研究Ⅱ:极限承载力[J].土木工程学报,2011,44(5):101-108. ZHANG Qing-hua,LI Qiao,BU Yi-zhi.Load Transmission of PBL Shear Connector Groups Ⅱ:Load Capacity [J].China Civil Engineering Journal,2011,44(5):101-108.
XU C,SUGIURA K.FEM Analysis on Failure Development of Group Studs Shear Connector Under Effects of Concrete Strength and Stud Dimension[J].Engineering Failure Analysis,2013,35:343-354.
[13]
GB 50010—2002,混凝土结构设计规范[S]. GB 50010—2002,Code for Design of Concrete Structures[S].
[14]
刘玉擎.组合结构桥梁[M].北京:人民交通出版社,2005. LIU Yu-qing.Steel-concrete Hybrid Bridge[M].Beijing:China Communications Press,2005.
[15]
王 倩,刘玉擎.焊钉连接件抗剪承载力试验研究[J].同济大学学报:自然科学版,2013,41(5):659-663. WANG Qian,LIU Yu-qing.Experiment Study of Shear Capacity of Stud Connector[J].Journal of Tongji University:Natural Science,2013,41(5):659-663.
[16]
LAM D,EL-LOBODY E.Behavior of Headed Stud Shear Connectors in Composite Beam [J].Journal of Structural Engineering,2005,131(1):96-107.
[17]
陈忠延,史家钧,李炳生,等.大直径栓钉承载力的试验研究[J].土木工程学报,1993,26(2):67-74. CHEN Zhong-yan,SHI Jia-jun,LI Bing-sheng,et al.Experiment Study of Large Stud Strength[J].China Civil Engineering Journal,1993,26(2):67-74.
[18]
聂建国.钢-混凝土组合梁结构[M].北京:科学出版社,2005. NIE Jian-guo.Structure of Steel Concrete Composite Beam[J].Beijing:Science Press,2005.
[19]
LLOYD R M,WRIGHT H D.Shear Connection Between Composite Slabs and Steel Beams[J].Journal of Constructional Steel Research,1990,15(4):255-285.
[20]
刘玉擎,武建敏,蒋劲松.使用状态对焊钉连接件抗剪性能影响的试验研究[J].桥梁建设,2007(6):23-25,64. LIU Yu-qing,WU Jian-min,JIANG Jin-song.Experimental Study of Influence of Service Conditions on Shearing Behavior of Welded Stud Connectors[J].Building Structure,2007(6):23-25,64.
[21]
林传金,宗周红,唐朝阳.Φ22栓钉剪力连接件荷载-滑移关系试验研究[J].哈尔滨工业大学学报,2005,37(增):376-380,392. LIN Chuan-jin,ZONG Zhou-hong,TANG Chao-yang.The Experiment Study on Load-slip Relationship of Φ22 Stud Shear Connectors[J].Journal of Harbin Institute of Technology,2005,37(S):376-380,392.
[22]
OLLGAARD J G,SLUTTER R G,FISHER J W.Shear Strength of Stud Connectors in Lightweight and Normal-weight Concrete[J].AISC Engineering Journal,1971,8(2):55-64.
[23]
BS EN 1994-1-1:2004,Eurocode 4:Design of Composite Steel and Concrete Structures,Part 1-1:General Rules and Rules for Buildings[S].
