The ultimate shear bearing capacity of shear nails under the action of various factors and the corresponding failure form analysis
编号:707 访问权限:仅限参会人 更新:2021-12-03 10:27:36 浏览:91次 张贴报告

报告开始:2021年12月19日 15:25(Asia/Shanghai)

报告时间:15min

所在会场:[T2] Track II Transportation Infrastructure Engineering [S2-4] Simulation and Characterization on Transportation Materials

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摘要
Through the finite element software Ansys, setting the contact pair and real constant parameters, and the shear nail connector model of a steel plate composite beam is established accurately. Analyzing the ultimate shear bearing capacity of shear nails under the influence of different concrete strength grades, the length, diameter and material strength of shear nails.According to the shear bearing capacity of bolts, the shear failure forms of composite steel plate beams are analyzed, which provides references for practical application and design calculation in the future. Keywords: steel plate composite beam;Bolted shear coupling;Ansys;Ultimate bearing capacity
关键词
CICTP
报告人
Shuyu YANG
Chang’an University

稿件作者
Shuyu YANG Chang’an University
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重要日期
  • 会议日期

    12月17日

    2021

    12月20日

    2021

  • 12月16日 2021

    报告提交截止日期

  • 12月24日 2021

    注册截止日期

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Chinese Overseas Transportation Association
Chang'an University
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