陈令坤,蒋丽忠,余志武.无砟轨道约束对高速铁路列车-桥梁系统地震响应的影响[J].计算力学学报,2013,30(6):763~769 |
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无砟轨道约束对高速铁路列车-桥梁系统地震响应的影响 |
Influence of ballastless track constraint on the seismic responses of high-speed railway train-bridge system |
投稿时间:2012-07-14 修订日期:2012-12-18 |
DOI:10.7511/jslx201306003 |
中文关键词: 无砟轨道约束 高速铁路 列车-桥梁系统 地震响应 |
英文关键词:slab ballastless track constraint high-speed railway train-bridge system seismic response |
基金项目:住房和城乡建设部科学技术计划(2013-K5-31);中国博士后科学基金(2013M530022);铁道部重大课题基金(2009G-024)资助项目. |
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中文摘要: |
建立了38自由度高速列车(动车/拖车)空间振动模型,基于非线性Hertz接触理论和Kalker线性蠕滑理论,引进PEER-NGA强震记录,建立地震作用下的高速铁路列车-无砟轨道/钢轨-桥梁-支座-桥墩-桩土系统精细计算模型,考虑支座刚度和桩土作用及近场地震效应的影响,以高速铁路32 m跨简支箱梁桥和CRTSⅡ板式无砟轨道为研究对象,编制了MATLAB程序,计算了有/无砟轨道约束下高速列车-桥梁时系统的地震响应。计算结果表明,不考虑三层无砟轨道时列车-桥梁系统模型由于桥梁刚度过大,列车-无砟轨道-桥梁系统的各项地震响应较列车-钢轨-桥梁系统有较大增加;对于有/无地震作用时,采用无砟轨道均可有效改进列车走行性能,近断层地震脉冲效应对有/无砟轨道约束系统动力响应及列车走行安全指标影响均较大。 |
英文摘要: |
The high-speed train (motor car/trailer car) model with 38 DOFs was build up,based on the nonlinear Hertz contact theory and the Kalker creep theory,the strong earthquake records of PEER-NGA were introduced,the fine model of the high-speed train-ballastless track/rail-box girder-bearing-pier-pier-soil were established in this paper,the influence of bearing and pile-soil dynamic interaction were considered,CRTSⅡslab ballastless track and 32 m span simply-supported box girder bridge were studied,the MATLAB software was developed to calculated the seismic responses and train-running safety during earthquake of high-speed railway train-bridge system,and the comparative analysis was carried out.The calculated results show that,the seismic response of the system were larger compared with the high-speed train-ballastless track-bridge system,the constraint influence of the ballastless track can not be ignored,the ballastless track can effectively improve the train-running safety behavior of vehicle with/without earthquake action;the pulse like fault earthquake can significantly affected the responses of high-speed railway train-ballastless track-bridge system and train-running safety. |
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