Analysis of nonlinear continuous system of rail vehicle-track

被引:0
|
作者
Grzyb, A [1 ]
机构
[1] Cracow Univ Technol, Inst Rail Vehicles, PL-31864 Krakow, Poland
关键词
Timoshenko beam; moving load; nonlinear foundation;
D O I
暂无
中图分类号
U [交通运输];
学科分类号
08 ; 0823 ;
摘要
In the paper the model of the system consisting of the sbt of loads moving along a beam has been presented. The numerical program, which enables the analysis of stationary vibration of the beam with nonsymmetric elastic-plastic characteristic of the foundation has been elaborated. Some results of the numerical calculation are given.
引用
收藏
页码:141 / 149
页数:9
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