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Road Vehicle-Bridge Interaction considering Varied Vehicle Speed Based on Convenient Combination of Simulink and ANSYS

机译:基于Simulink和ANSYS便捷组合的考虑车速变化的公路车桥相互作用

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摘要

In order to cover the complexity of coding and extend the generality on the road vehicle-bridge iteration, a process to solve vehicle-bridge interaction considering varied vehicle speed based on a convenient combination of Matlab Simulink and ANSYS is presented. In this way, the road vehicle is modeled in state space and the corresponding motion equations are solved using Simulink. The finite element model for the bridge is established and solved using ANSYS. The so-called inter-history iteration method is adopted to realize the interaction between the vehicle model and the bridge model. Different from typical method of road vehicle-bridge interaction in the vertical direction, a detailed longitudinal force model is set up to take into account the effects of varied vehicle speed. In the force model, acceleration and braking of the road vehicle are treated differently according to their mechanical nature. In the case studies based on a simply supported beam, the dynamic performance of the road vehicle and the bridge under varied vehicle speeds is calculated and discussed. The vertical acceleration characteristics of the midpoint of beam under varied vehicle speed can be grouped into two periods. The first one is affected by the load transform between the wheels, and the other one depends on the speed amplitude. Sudden change of the vertical acceleration of the beam and the longitudinal reaction force are observed as the wheels move on or off the bridge, and the bridge performs different dynamic responses during acceleration and braking.
机译:为了解决编码的复杂性并扩展公路车桥迭代的通用性,提出了一种基于Matlab Simulink和ANSYS的便捷组合,考虑车速变化的车桥相互作用的过程。这样,便可以在状态空间中对道路车辆进行建模,并使用Simulink求解相应的运动方程。使用ANSYS建立并求解桥梁的有限元模型。采用所谓的历史间迭代法来实现车辆模型与桥梁模型之间的相互作用。与垂直方向上道路车桥相互作用的典型方法不同,建立了详细的纵向力模型来考虑车速变化的影响。在力模型中,根据道路车辆的机械特性对道路车辆的加速和制动进行了不同的处理。在基于简单支撑梁的案例研究中,计算并讨论了道路车辆和桥梁在不同车速下的动态性能。在变化的车速下,光束中点的垂直加速度特性可以分为两个周期。第一个受车轮之间的负载转换影响,另一个受速度幅度的影响。当车轮在桥上行驶或驶离桥时,观察到梁的垂直加速度和纵向反作用力的突然变化,并且桥在加速和制动期间执行不同的动力响应。

著录项

  • 来源
    《Shock and vibration》 |2018年第7期|1389628.1-1389628.14|共14页
  • 作者单位

    Southwest Jiaotong Univ, Dept Bridge Engn, Chengdu 610031, Sichuan, Peoples R China;

    Univ Connecticut, Dept Civil & Environm Engn, Storrs, CT 06269 USA;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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