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本文讨论了受非对称集中冲击作用下的两端固定刚塑性梁的动力响应分析。文中给出了当特征长度 l=6M_0/Q_0小于冲击力作用点到梁端距离时,计入剪切滑移时的解只需对塑性弯曲动力响应问题的解略加修正便可得到,并给出了具体论证和数据结果。
This paper discusses the dynamic response analysis of a rigid-plastic beam with both ends fixed by an asymmetric concentrated impact. It is shown that when the characteristic length l=6M_0/Q_0 is less than the distance from the point of impact to the end of the beam, the solutions included in the shear slip can be obtained simply by correcting and correcting the problem of the plastic bending dynamic response. Specific arguments and data results are given.