铁道标准设计2016，Vol.60Issue(4)：36-39,4.DOI:10.13238/j.issn.1004-2954.2016.04.009
高速铁路大跨度钢管混凝土拱桥车桥耦合振动仿真分析
Coupled Vibration Analysis of Vehicle-Bridge System for Long-Span Concrete Filled Steel Tube Arch Bridge on High Speed Railway
韩兴 1蔡子龙 1李鑫 1祝兵1
作者信息
- 1. 西南交通大学土木工程学院，成都 610031
- 折叠
摘要
Abstract
The numerical simulation model to analyze the coupled vibration between vehicle and bridge is established on the engineering background of Yachi River Bridge. The finite element commercial software ANSYS is employed to set up the dynamic analysis model and to compute its natural vibration characteristics. Specific CRH3 model is simulated with multi-body dynamics software SIMPACK. With ANSYS and SIMPACK software, the vehicle bridge coupled vibration simulation system is created and the vehicle bridge coupled vibration is calculated with the input of track-rail irregularity and wheel-rail relation. The analysis results show that the bridge has sufficient stiffness and satisfactory vibration performance, and the train operation safety is guaranteed with stimulated riding comfort. All the calculation results not only provide references for future design of similar bridges but also verify the feasibility and convenience of joint simulation.关键词
大跨度钢管混凝土拱桥/车桥耦合振动/多体系统动力学/有限元法Key words
Long-span concrete filled steel tube arch bridge/Coupled vibration/Multi-body system dynamics/Finite element method分类
交通工程引用本文复制引用
韩兴,蔡子龙,李鑫,祝兵..高速铁路大跨度钢管混凝土拱桥车桥耦合振动仿真分析[J].铁道标准设计,2016,60(4):36-39,4.
