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九江长江大桥列车振动对钢桥面铺装复合体系的影响研究
引用本文:钱宇峰,刘强,张煜恒,钱振东,薛永超.九江长江大桥列车振动对钢桥面铺装复合体系的影响研究[J].世界桥梁,2021,49(1):59-64.
作者姓名:钱宇峰  刘强  张煜恒  钱振东  薛永超
作者单位:江西省交通建设工程质量监督管理局,江西南昌330096;江西赣鄂皖路桥投资有限责任公司,江西九江332099;东南大学智能交通运输系统研究中心,江苏南京211189
基金项目:江西省交通厅科技项目(JJYQ-ZX-032)。
摘    要:为研究列车振动对钢桥面铺装复合体系力学行为的影响,以九江长江大桥公路正桥(改造后,采用正交异性钢桥面铺装复合体系)为背景,采用Abaqus有限元软件建立加载公路车辆荷载的模型与同时加载公路车辆荷载和列车振动荷载的模型,对比分析2种模型钢桥面铺装复合体系力学响应的变化规律.结果表明:与仅承受公路车辆荷载相比,列车振动与公...

关 键 词:公路铁路两用桥  钢桥面铺装复合体系  列车振动  荷载耦合作用  应力  位移  有限元法

Study of Influence of Train Vibration on Steel Deck Pavement Composite System of Jiujiang Changjiang River Bridge
QIAN Yu-feng,LIU Qiang,ZHANG Yu-heng,QIAN Zhen-dong,XUE Yong-chao.Study of Influence of Train Vibration on Steel Deck Pavement Composite System of Jiujiang Changjiang River Bridge[J].World Bridges,2021,49(1):59-64.
Authors:QIAN Yu-feng  LIU Qiang  ZHANG Yu-heng  QIAN Zhen-dong  XUE Yong-chao
Institution:(Jiangxi Province Traffic Construction Engineering Quality Supervision Administration,Nanchang 330096,China;Jiangxi Ganewan Road-Bridge Investment Co.,Ltd.,Jiujiang 332099,China;Intelligent Transportation System Research Center,Southeast University,Nanjing 211189,China)
Abstract:To study the influence of train vibration on the mechanical property of steel deck-pavement composite system,the main bridge of Jiujiang Changjiang River Highway Bridge that has got an orthotropic steel deck-pavement composite system after rehabilitation is taken as a study case.The model applied with vehicle loads and the model applied simultaneously with vehicle loads and train vibration loads were built up by Abaqus,to analyze and compare the variation law of the mechanical property of the steel deck-pavement composite system.The results show that compared to the condition of carrying mere highway vehicle loads,the coupling of train vibration and vehicle loads is not likely to change the stress distribution patterns in the highway deck and at the locations of diaphragms,and the locations of maximum stresses remain the same,but will increase the stresses in the steel deck-pavement composite system and induce bigger vertical displacement,nevertheless the displacement is in the controllable range.It is recommended that higher criteria should be followed in the design and construction stages to ensure the service performance of the bridge structure.
Keywords:rail-cum-road bridge  steel deck-pavement composite system  train vibration  vehicle and train load coupling  stress  displacement  finite element method
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