用假设模态法研究双裂纹梁的横向振动

Seyyed Jamal Addin Mostafavi yazdi, S. Irani
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引用次数: 3

摘要

本文用假设模态法研究了双裂纹梁的横向振动问题。首先描述了连续系统横向振动的假设模态方法。假设模态法已用于求解连续模型,也可用于推导其他线性弹性系统的运动方程。推导了伯努利-欧拉梁的应变能和动能。模型的一般坐标假定为时间和坐标的函数。所考虑的容许函数必须满足边界条件。然后由应变和动能得到质量和刚度矩阵。在使用假设模态方法得到连续系统N-DOF模型的运动方程时,实际上只需要这些步骤。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Transverse vibration of double cracked beam using assumed mode method
This paper presents transverse vibration of double cracked beam using assumed mode method. First we described the assumed mode method for transverse vibration of continuous systems. Assumed mode method has been used for continuous models, Also Assumed mode method may be used to derive the equations of motion of other linearly elastic systems. For the Bernoulli-Euler beam the strain energy and kinetic energy have been derived. General coordinates of model are assumed as function of time and coordinate. The admissible function that considered must be satisfied the boundary conditions. Then the mass and stiffness matrix have been obtained from strain and kinetic energy. Only steps those are actually required in using the Assumed-Modes Method to arrive at the equations of motion of an N-DOF model of a continuous system.
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