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钢桁梁受损节点加固后力学性能分析

Mechanical Analysis for Repaired Panel Point of a Riveted Truss Girder

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【作者】 陈惟珍刘学李锦刚

【Author】 CHEN Wei-zhen~1, LIU Xue~1, LI Jin-gang~2 (1.Department of Bridge Engineering, Tongji University, Shanghai 200092, China;2.Hunan Institute of Communications Planning, Survey and Design, Changsha, Hunan 410011, China)

【机构】 同济大学桥梁工程系湖南省交通规划勘察设计院 上海 200092上海 200092湖南长沙 410011

【摘要】 以某钢桁梁桥为工程背景,详细介绍了受损节点加固后力学性能分析的方法和结果。首先按照规范验算撕破强度,然后根据实桥荷载试验结果,建立并修正ANSYS三维实体有限元分析模型。对在各种机车类型,尤其是D型机车作用下的节点板受力状况进行了详细分析,根据各种工况下的分析结果,制定该桥当前通行条件。

【Abstract】 Based on the safety evaluation of a riveted truss bridge, which has been damaged and then reinforced, methods and conclusions of a mechanical analysis for a panel point, are presented in detail. The tearing resistance of the panel point was first examined in accordance with the specification. With in situ test data on the panel, a 3D FE mechanics model with ANSYS was then established and modified. In the analysis, stress-strain states of the panel on the truss girder were simulated under various trainloads, in particular D type trainloads. Finally, the present traffic control of the girder is determined.

  • 【文献出处】 中南公路工程 ,Central South Highway Engineering , 编辑部邮箱 ,2004年01期
  • 【分类号】U441
  • 【被引频次】2
  • 【下载频次】169
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