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考虑相邻钢轨影响的桥上无缝线路轨力计算方法
引用本文:龚小平.考虑相邻钢轨影响的桥上无缝线路轨力计算方法[J].铁道建筑技术,2013(10):74-76,83.
作者姓名:龚小平
作者单位:中铁第五勘察设计院集团有限公司,北京102600
摘    要:基于桥上无缝线路计算理论,针对桥上无缝线路断轨机理,考虑断轨时相邻非折断钢轨以及墩顶刚度的影响,推导了桥上无缝线路桥墩断轨附加力的解析计算方法,并与有限元解法进行了对比分析,分析表明理论解析计算方法是正确的,对桥上无缝线路断轨附加力的计算趋于合理,能够指导我国桥上无缝线路的设计.

关 键 词:桥上无缝线路  粱轨相互作用  断轨力  理论计算

Calculation Method of Rail Breaking Force on Bridge of CWR Considering the Influence of Adjacent Rail
Gong Xiaoping.Calculation Method of Rail Breaking Force on Bridge of CWR Considering the Influence of Adjacent Rail[J].Railway Construction Technology,2013(10):74-76,83.
Authors:Gong Xiaoping
Institution:Gong Xiaoping (China Railway Fifth Survey and Design Institute Group Co. Ltd. , Beijing 102600, China)
Abstract:Based on the calculation theory of the continuous weld rail (CWR) track on bridge, in connection with its breaking mechanism, considering the influence of adjacent non-broken rail and pier stiffness, the analytic calculation meth- od of additional force acting on bridge due to breaking of the CWR is derived and analyzed compared with the finite element solution, it is shown that the theoretical analysis calculatiorl method is correct. And this method makes the calculation of additional force acting on bridge due to breaking of the CWR more reasonable. Moreover, it can guide the design of the CWR track on bridge.
Keywords:CWR on bridge  interaction between beam and rail  rail breaking force  theoretical calculation
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