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Modal parameter evaluation of degraded adhesively bonded composite beams

机译:退化粘结组合梁的模态参数评估

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This paper presents preliminary results of our recent research on modal parameter analysis of adhesively bonded composite beams with structural defects. Free--free flexural vibrations of composite beams bonded by adhesive with different volumes of defects were simulated and studied by using finite element modal analysis. The influence of structural defects on the dynamic behavior of such beams was analyzed through frequencies and the deformation of elements that are located near the defect zone. the numerical simulations were compared with experimental results. The simulations were not only consistent with the experi- ments, but also revealed a possible damping mechanism which helps to explain the experimental modal damping data. A phenomenon that differs from the generally accepted opinion about structural defects and their influence on modal parameters was reported and discussed.
机译:本文介绍了我们最近对具有结构缺陷的粘结组合梁的模态参数分析研究的初步结果。通过有限元模态分析,模拟和研究了不同缺陷体积的胶粘剂粘结的复合梁的自由自由弯曲振动。通过频率和位于缺陷区域附近的单元的变形,分析了结构缺陷对这种梁动力特性的影响。将数值模拟与实验结果进行了比较。模拟不仅与实验一致,而且揭示了可能的阻尼机制,这有助于解释实验模态阻尼数据。报告并讨论了一种与结构缺陷及其对模态参数的影响不同的普遍接受的观点。

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