变截面柔性梁横向碰撞问题求解
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Transverse Impact Solutions for Variable Cross-Section Flexible Beam
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    摘要:

    研究了质点对变截面柔性梁横向碰撞问题。根据截面特性和撞击作用的影响,将柔性梁离散为若干个单元,然后对撞击体系的控制微分方程、边界条件和连续条件进行Laplace变换,在频域内求得波动解,然后采用Crump逆变换方法进行数值反演,最后得到时域内的各种动态响应。数值算例给出了撞击力、位移、切应力和正应力的响应图,结果展示了截面的变化对其动力响应的影响,且通过与有限元的比较验证了本方法的正确性。此方法还可以推广到求解柔性梁的多点横向碰撞问题。

    Abstract:

    The transverse impact of variable cross-section flexible beam has been investigated. According to the effect of the section property and the impact force,the flexible beam was divided into several elements. First of all,the differential equation of the collision system, the boundary conditions and the continuity conditions were transformed with laplace transformation. The solution of the stress wave in frequency domain was educed. And then,numerical inverse method was demonstrated by using the inversion of laplace transformation with Crump. Finally,the dynamic response in time domain was obtained. The diagrams of impact force,displacement, shear stress and normal stress were gained by applying a numerical example. The effect of variable cross-section for dynamics response was displayed and this proposed method was verified by comparing its results with those by using the finite element method. This method can be promoted to solve the multi-point transverse impacting problem of structures.

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罗旗帜,黄志斌.变截面柔性梁横向碰撞问题求解[J].湖南工业大学学报,2008,22(4):9-13.

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  • 收稿日期:2008-06-20
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  • 在线发布日期: 2015-09-02
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