Citation: | XUE Dongyan, HUANG Yangcheng, WAN Qingyun, ZHANG Yiduo. NONLINEAR ANALYSIS OF THE INFLUENCE OF PERFORATED REBAR ON THE SHEAR CAPACITY OF PERFOBOND RIB SHEAR CONNECTOR[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 65-70. doi: 10.13204/j.gyjz201904290005 |
LEONHARDT F, ANDRA W, ANDRA 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. (In German)
|
AHN J H, CHUNG H, KIM S H. Static Behavior of Steel-Concrete Composite Beam with Perfobond Rib Shear Connector[J]. Journal of Korean Society of Steel Construction,2009,21(4):421-432. (In Korean)
|
OGUEJIOFOR E C, HOSAIN M U. Behaviour of Perfobond Rib Shear Connectors in Composite Beams:Full-Size Tests[J]. Canadian Journal of Civil Engineering,1992,19(2):224-235.
|
KIM H Y, JEONG Y J. Experimental Investigation on Behaviour of Steel-Concrete Composite Bridge Decks with Perfobond Ribs[J]. Journal of Constructional Steel Research,2006,62(5):463-471.
|
HE J, LIU Y Q, PEI B Z. Experimental Study of the Steel-Concrete Connection in Hybrid Cable-Stayed Bridges[J]. Journal of Performance of Constructed Facilities,2014,28(3):559-570.
|
CHENG X, NIE X, FAN J S. Structural Performance and Strength Prediction of Steel-to-Concrete Box Girder Deck Transition Zone of Hybrid Steel-Concrete Cablestayed Bridges[J]. Journal of Bridge Engineering, 2016, 21(11):04016083. DOI:10.1061/(ASCE) BE.1943-5592.0000958.
|
YAO Y D, YANG Y Q, PU Q H, et al. Research on Model Test Program of Steel-Concrete Composite Connection[C]//International Conference on Power Engineering & Energy, Environment.2016.
|
KRAUS D, WURZER O. Nonlinear Finite-Element Analysis of Concrete Dowels[J]. Computers & Structures,1997,64(5/6):1271-1279.
|
NISHIDO T, FUJII K, ARIYOSHI T. Slip Behavior of Perfobond Rib Shear Connectors and Its Treatment in FEM[C]//Composite Construction in Steel and Concrete IV Conference.2002:379-390.
|
CHUNG C H, LEE J, KIM J S. Shear Strength of T-Type Perfobond Rib Shear Connectors[J]. KSCE Journal of Civil Engineering,2016,20(5):1824-1834.
|
ZHENG S J, LIU Y Q, YODA T, et al. Parametric Study on Shear Capacity of Circular-Hole and Long-Hole Perfobond Shear Connector[J]. Journal of Constructional Steel Research,2016,117:64-80.
|
OGUEJIOFOR E C, HOSAIN M U. A Parametric Study of Perfobond Rib Shear Connectors[J]. Canadian Journal of Civil Engineering,1994,21(4):614-625.
|
OGUEJIOFOR E C, HOSAIN M U. Numerical Analysis of Push-Out Specimens with Perfobond Rib Connectors[J]. Computers & Structures,1997,62(4):617-624.
|
VERISSIMO G S, PAES J L R, VALENTE I, et al. Design and Experimental Analysis of a New Shear Connector for Steel and Concrete Composite Structures[C]//Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management. 2006.
|
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.
|
AL-DARZI S Y K, CHEN A R, LIU Y Q. Finite Element Simulation and Parametric Studies of Perfobond Rib Connector[J]. American Journal of Applied Sciences,2007,4(3):122-127.
|
赵晨,刘玉擎.开孔板连接件抗剪承载力试验研究[J].工程力学,2012,29(12):349-354.
|
李帼昌,石先硕,杨志坚,等.T型开孔波折板连接件抗剪承载力有限元分析[J].钢结构,2018,33(6):6-11.
|
中华人民共和国住房和城乡建设部.混凝土结构设计规范:GB 50010-2010[S].北京:中国建筑工业出版社,2010.
|