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平板开孔式抗剪件的受力性能研究 被引量:7

FINITE ELEMENT ANALYSIS OF PERFOBOND SHEAR CONNECTORS
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摘要 对建筑领域的平板开孔式抗剪件进行研究。利用有限元计算分析方法,以抗剪钢板的几何尺寸、开孔形状、开孔位置、抗剪钢板形式等为参数,对平板开孔式抗剪件进行受力性能分析,了解各参数对平板开孔式抗剪件力学性能的影响规律,提出建筑领域用抗剪板的设计建议,为抗剪板在建筑领域的推广应用提供理论支持。 In this paper, the shear resistance behaviors of perfobond shear connectors that are suitable for building structures are analyzed by the way of finite element method, and are compared and discussed for the variables which are geometry, shape, size and positions of opening, thickness and height of the steel plate. The design proposals for the perfobond shear connectors are given.
出处 《钢结构》 2012年第9期23-26,72,共5页 Steel Construction
关键词 平板开孔式抗剪件 受力性能 有限元分析 建筑领域 perfobond shear connector forced behavior finite element analysis building field
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参考文献6

  • 1Ahn Jin-Ilee, Lee Chan-Goo, Won Jeong-Hun, et al. Shear Resistance of the Perfobond-Rib Shear Connector Depending on Concrete [J]. Journal of Constructional Steel Research, 2010(66), 1295 - 1307. 被引量:1
  • 2Isabel Valente, Paulo J S Cruz. Experimental Analysis of Per- fobond Shear Connection Between Steel and Lightweight Con- crete[J]. Journal of Constructional Steel Research, 2003 (60).. 465 479. 被引量:1
  • 3Oguejiofor E C, Hosain M U. Numerical Analysis of Push-out Specimens with Perfobond Rib Connectors[J].ComputerStructures, 1997, 62(4), 617 - 624. 被引量:1
  • 4Guo Shenghua, Hino Shinichi, ding Behavior of Steel Concrete bond Shear Connector Using Yamaguchi Kohei, el ah Ben-. Composite Girder with Pcrfo- Super-Light Weight Concrete with Steel Fiber Reinforcement[J]. Memoirs of the Faculty of Engineering, Kyushu Univ, 2008, 68(4):193- 208. 被引量:1
  • 5夏嵩,赵灿晖,张育智,李乔.PBL传剪器极限承载力的试验研究[J].西南交通大学学报,2009,44(2):166-170. 被引量:25
  • 6薛伟辰,代燕,周良,陆元春.开孔板连接件受剪性能试验研究[J].建筑结构学报,2009,30(5):103-111. 被引量:42

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