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曲线刚构桥上无缝线路附加纵向力研究

Study on the Additional Longitudinal Forces of the Continuously-welded Rails on the Curvilinear Frame Bridge

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【作者】 李保友; 唐进锋; 宁明哲; 张建;

【Author】 Li Baoyou,Tang Jinfeng.Ning Mingzhe,Zhang Jian(School of Civil Engineering and Architecture,Central South University,Changsha 410075,China)

【机构】 中南大学土木建筑学院; 中南大学土木建筑学院 湖南长沙410075; 湖南长沙410075;

【摘要】 建立以轨道、桥梁、支座、墩台和基础为整体结构的附加纵向力计算有限元模型;依据“对号入座”法则编制了计算曲线刚构桥上无缝线路的程序;计算了南昆线上板其二号大桥附加伸缩力、挠曲力和断轨力;计算结果准确,体现桥上无缝线路梁轨相互作用原理。

【Abstract】 The finite element model is established to calculate the additional longitudinal forces of the integrated system consisting of the track,beams,abutments,piers and foundation;the program to calculate CWR on the curvilinear frame bridge is programmed according to the rule "set-in-right-position";the additional expansion force,bending force and rail-breaking strength of the No.2 Banqi Bridge along Railway Nanning-Kunming are calculated.The calculation results proved to accurate and embodied the interaction principle of the beam and the CWR on bridge.

  • 【文献出处】 安徽建筑 ,Anhui Architecture , 编辑部邮箱 ,2006年06期
  • 【分类号】U442
  • 【下载频次】42
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