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Dynamic Bridge Response for a Bridge-friendly Truck

机译:桥梁友好型卡车的动态桥梁响应

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摘要

A truck with controlled semi-active suspensions traversing a bridge is examined for benefits to the bridge structure. The original concept of a road-friendly truck was extended to a bridge-friendly vehicle, using the same optimization tools. A half-car model with two independently driven axles is coupled with simply supported bridges (beam, slab model) with the span range from 5m to 50 m. Surface profile of the bridge deck is either stochastic or in the shape of a bump or a pot in the mid-span. Numerical integration in the MATIAB/SIMULINK environment solves coupled dynamic equations of motion with optimized truck suspensions. The rear axle generates the prevailing load and to a great extent determines the bridge response. A significant decrease in contact road-tire forces is observed and the mid-span bridge deflections are on average smaller, when compared to commercial passive suspensions.
机译:检查了带有受控的半主动悬架的过桥卡车,以了解其对桥梁结构的好处。使用相同的优化工具,将道路友好型卡车的原始概念扩展到桥梁友好型车辆。具有两个独立驱动轴的半车模型与跨度从5m到50 m的简单支撑的桥(梁,平板模型)耦合。桥面板的表面轮廓是随机的,也可以是中跨上的凹凸或盆形。 MATIAB / SIMULINK环境中的数值积分可通过优化的卡车悬架解决耦合的运动动力学方程。后桥产生主要负载,并在很大程度上决定了桥的响应。与商用被动悬架相比,可以观察到接触式道路轮胎力的显着降低,并且跨度的桥梁挠度平均较小。

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