工程建设与设计2025,Issue(1) :125-127.DOI:10.13616/j.cnki.gcjsysj.2025.01.039

上承式钢管混凝土拱桥车-桥耦合振动分析

Vehicle-Bridge Coupling Vibration Analysis of Upload Concrete-Filled Steel Tube Arch Bridge

江展航
工程建设与设计2025,Issue(1) :125-127.DOI:10.13616/j.cnki.gcjsysj.2025.01.039

上承式钢管混凝土拱桥车-桥耦合振动分析

Vehicle-Bridge Coupling Vibration Analysis of Upload Concrete-Filled Steel Tube Arch Bridge

江展航1
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作者信息

  • 1. 肇庆粤肇公路有限公司,广东 肇庆 526000
  • 折叠

摘要

采用分离法建立车-桥耦合振动分析模型,将其分离为车辆、桥梁两种模型,并建立相应的独立运动方程,根据两模型在车轮接触位置处的位移和受力协调条件,通过迭代法分析求解.以通用有限元软件ANSYS为依托,以一上承式钢管混凝土拱桥为工程实例,分析了桥面平整度和拱肋核心混凝土脱空率对桥梁动力响应的影响程度.结果表明:相较于其他因素,桥面平整度对桥梁动力响应的影响较大;在L/4 位置处,脱空率对桥梁动力响应的影响比拱顶位置处要大;实际桥梁冲击系数计算过程中应该计入桥面平整度的影响.

Abstract

Separation method is adopted to establish the vehicle-bridge coupled vibration analysis model of the separation for vehicles,Bridges,two kinds of model,and establish the corresponding independence movement equation,according to the location of the two models in the wheel contact the harmonize condition of displacement and stress analysis by iteration method is used to solve.Based on a long-span concrete-filled steel tube(CFST)arch bridge,the effects of deck flatness and arch rib core concrete void ratio on the dynamic response are analyzed.The results show that compared with other factors,the bridge deck flatness has a great influence on the dynamic response of the bridge.At L/4 position,the effect of void ratio on dynamic response of bridge is greater than that at vault position.The influence of bridge deck flatness should be taken into account in the calculation of actual bridge impact coefficient.

关键词

车-桥耦合振动/冲击系数/钢管混凝土脱空/钢管混凝土拱桥

Key words

vehicle-bridge coupling vibration/impact coefficient/concrete filled steel tube void/concrete filled steel tube arch bridge

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出版年

2025
工程建设与设计
国家机械工业局工程建设中心 中国机械工业勘察设计协会 中国中元国际工程公司

工程建设与设计

影响因子:0.494
ISSN:1007-9467
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