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Response of composite beam under low-velocity impact of multiple masses

机译:多重质量低速冲击下复合梁的响应

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摘要

A theoretical method is presented to analyze the low-velocity impact dynamics of a system which consists of a laminated beam and multiple impacts masses. The contact forces between the beam and the impactors are treated as the internal forces of the system. The beam displacement field is defined using a higher-order shear deformation theory and the interaction between the beam and the impostor masses is described with the modified Haitian contact law. The potential and kinetic energies of the system (the energies associated with the beam and the impactors) are formulated in terms of the displacement field of the beam and the modified contact law. These are substituted into the Lagrangian equation to derive the governing equations of the system, which are nonlinear second-order differential equations. Simple polynomials are assigned to the shape functions of the beam in order to satisfy arbitrary bounder conditions. The present method is general in that it allow the impacts to be of different masses striking the beam with different initial velocities at arbitrary actions on the top surface of the beam. There is no limitation on the number of impactors that can be considered.
机译:提出了一种理论方法来分析由叠层梁和多个冲击质量组成的系统的低速冲击动力学。梁与冲击器之间的接触力被视为系统的内力。利用高阶剪切变形理论定义了梁的位移场,并利用修正的海地接触定律描述了梁与冒名顶替者之间的相互作用。系统的势能和动能(与梁和冲击器相关的能量)是根据梁的位移场和修改后的接触定律来制定的。将它们代入拉格朗日方程,以导出系统的控制方程,它们是非线性的二阶微分方程。为了满足任意边界条件,将简单多项式分配给梁的形状函数。本方法是一般的,因为它允许在梁的顶面上以任意动作以不同的初始速度以不同的质量撞击梁。可以考虑的冲击器数量没有限制。

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