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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
【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.
【关键词】 桥上无缝线路;
附加纵向力;
刚构桥;
有限元;
【Key words】 continuously-welded rails on bridge; additional longitudinal forces; frame bridge; finite element method;
【Key words】 continuously-welded rails on bridge; additional longitudinal forces; frame bridge; finite element method;
- 【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