摘要
研究软支承下的车辆-基础系统耦合动力学响应.将基础视为有限个离散点支承的Euler-Beinoulli梁,支承则模拟为具有非线性、不对称特性的弹性元件和阻尼器,利用分段线性化方法描述弹性支承的非线性刚度和阻尼特性,根据动力学原理和假设振型方法建立系统的运动方程,基于Newmark直接积分方法编制MATLAB二次开发函数,数值求解系统动力学响应,分析了支承约束非线性对系统动力学特性的影响.
A method is presented for the dynamic response of the vehicle-foundation system with nonlinear soft supports.The foundation of vehicle is modeled as a multi-span Euler-Beinoulli beam on nonlinear,asymmetric supports and dampers.The nonlinear characteristics of supports and dampers are simulated by piecewise-linear method,and equations of motion of the system are formulated using Lagrange principle and assumed mode method.Numerical simulations are performed for some sample qroblems and the transient responses of vehicle-foundation system are discussed.It shows the difference in dynamic behavior of multi-span beams between the linear and nonlinear supports and dampers.
引文
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