交通运输工程学报
JOURNAL OF TRAFFIC AND TRANSPORTATION ENGINEERING
2004 Vol.4 No.1 P.29-33


移动荷载作用下板式轨道的有限元分析

Finite element analysis of slab track subjected to moving load

娄平  曾庆元 

摘 要:用有限元法分析了板式轨道在移动荷载作用下的动力响应.视板式轨道为如下模型:钢轨为离散粘弹性支点支承的长梁;轨道板为连续粘弹性基础支承的短梁.视板式轨道及移动荷载为一个系统,运用弹性系统动力学总势能不变值原理及形成矩阵的"对号入座"法则建立该系统的振动方程组.研究了移动荷载的速度、钢轨的类型和钢轨支点的弹性系数对钢轨及轨道板动力响应的影响.算例结果表明:在其他参数相同的情况下,增大钢轨支点的弹性系数,钢轨的动力响应减小;使用较重型的钢轨有利于减小钢轨和轨道板的动力响应;随着移动荷载速度的提高,钢轨和轨道板的动力响应增大.
关键词:铁道工程;板式轨道;有限元法;移动荷载;动力响应;结构分析
分类号:U213.242  文献标识码:A

文章编号:1671-1637(2004)01-0029-05

基金项目:国家自然科学基金项目(50078006);铁道部科技研究开发计划项目(2001G029);教育部博士点基金项目(20010533004)
作者简介:娄平(1968-),男,湖南浏阳人,中南大学博士研究生,从事列车轨道(桥梁)振动与结构可靠度研究.
作者单位:娄平(中南大学,土木建筑学院,湖南,长沙,410075) 
     曾庆元(中南大学,土木建筑学院,湖南,长沙,410075) 

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收稿日期:2003年8月7日

出版日期:2004年3月1日