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Smart Suspension Systems for Bridge-Friendly Vehicles

机译:适用于桥梁友好型车辆的智能悬架系统

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In this paper, the effects of using semi-active control strategy (such as MR dampers) in vehicle suspensions on the coupled vibrations of a vehicle traversing a bridge are examined in order to develop various designs of smart suspension systems for bridge-friendly vehicles. The bridge-vehicle coupled system is modeled as a simply supported beam traversed by a two-degree-of-freedom quarter-car model. The surface unevenness on the bridge deck is modeled as a deterministic profile of a sinusoidal wave. As the vehicle travels along the bridge, the system is excited as a result of the surface unevenness and this excitation is characterized by a frequency defined by the speed of travel and the wavelength of the profile. The dynamic interactions between the bridge and the vehicle due to surface deck irregularities are obtained by solving the coupled equations of motion. Numerical results of a passive control strategy show that, when the lower natural frequency of the vehicle matches with a natural frequency (usually the first frequency) of the bridge and the excitation frequency, the maximum response of the bridge is large while the response of the vehicle is relatively smaller, meaning that the bridge behaves like a vibration absorber. This is undesirable from a bridge design viewpoint. Comparative studies of passive and semi-active controls for the vehicle suspension are performed. It is demonstrated that skyhook control can significantly mitigate the response of the bridge, while ground-hook control reduces the tire force impacted onto the bridge.
机译:在本文中,研究了在车辆悬架中使用半主动控制策略(例如MR阻尼器)对横穿桥梁的车辆的耦合振动的影响,以便开发适用于桥梁友好型车辆的智能悬架系统的各种设计。桥-车耦合系统被建模为两自由度四分之一车模型经过的简单支撑梁。桥面的表面不平度被建模为正弦波的确定性轮廓。当车辆沿着桥行驶时,由于表面不平整而使系统受到激励,并且这种激励的特征在于由行进速度和轮廓波长定义的频率。通过求解耦合的运动方程,可以获得由于水面甲板不平整而导致的桥梁与车辆之间的动力相互作用。被动控制策略的数值结果表明,当车辆的较低固有频率与桥梁的固有频率(通常是第一频率)和励磁频率相匹配时,桥梁的最大响应较大,而车辆的响应则较大。车辆相对较小,这意味着桥梁的行为就像减震器。从桥梁设计的角度来看,这是不希望的。进行了车辆悬架的被动和半主动控制的比较研究。事实证明,天钩控制可以大大减轻桥梁的响应,而地钩控制则可以减少影响桥梁的轮胎力。

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