形函数时变性对汽车公路梁桥竖向耦合振动影响分析

陈代海;陈 淮;李 整;郭文华

振动与冲击 ›› 2014, Vol. 33 ›› Issue (14) : 20-24.

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PDF(1369 KB)
振动与冲击 ›› 2014, Vol. 33 ›› Issue (14) : 20-24.
论文

形函数时变性对汽车公路梁桥竖向耦合振动影响分析

  • 陈代海1,2,陈 淮1,李 整1,郭文华2
作者信息 +

Effect of time variability of element interpolation function on vehicle-bridge vertical coupling vibration of highway beam bridges

  • CHEN Dai-hai1,2,CHEN Huai1,LI Zheng1,GUO Wen-hua2
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文章历史 +

摘要

采用梁单元离散公路梁桥,每辆汽车由多刚体模型模拟,将汽车与桥梁视为相互作用的整体系统,建立汽车-梁桥耦合时变系统的竖向振动方程。引入三次Hermite插值形函数,考虑车桥相互作用引起的梁单元形函数时变性,推导出形函数时变性在车桥耦合振动方程中的贡献值,并编制计算程序。通过具体算例分析梁单元形函数时变性对汽车-梁桥竖向振动响应影响。计算结果表明,在高速行车的车桥振动分析中,梁单元形函数时变性对公路梁桥竖向耦合振动影响显著,模拟计算时应予以考虑。

Abstract

The highway beam bridge was modeled by beam elements, and each car was simulated by multi-body model, vehicles and bridge were taken as an interactive system, and then the vertical vibration equation of the vehicle–beam bridge coupling time-varying system was established. The three-Hermite interpolation function was introduced, the time variability of element interpolation function (TVEIF) which was caused by vehicle-bridge interaction was considered, the contribution of TVEIF to the equation of the bridge-vehicle system was deduced and a program was compiled. The effect of TVEIF on the vertical vibration response of vehicle- beam bridge system was analyzed by a specific example. The results show that the effect of TVEIF on vehicle-bridge coupling vertical vibration of highway beam bridges is significant when the vehicles are crossing the bridge by high speed, so it should be considered during vibration simulation calculation for vehicle-beam bridge coupling system.

关键词

公路梁桥 / 形函数时变性 / 车桥竖向耦合振动 / 动力分析

Key words

highway beam bridge / time variability of element interpolation function / vehicle-bridge vertical coupling vibration / dynamic analysis

引用本文

导出引用
陈代海;陈 淮;李 整;郭文华. 形函数时变性对汽车公路梁桥竖向耦合振动影响分析[J]. 振动与冲击, 2014, 33(14): 20-24
CHEN Dai-hai;CHEN Huai;LI Zheng;GUO Wen-hua. Effect of time variability of element interpolation function on vehicle-bridge vertical coupling vibration of highway beam bridges[J]. Journal of Vibration and Shock, 2014, 33(14): 20-24

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