首页> 外文期刊>International journal of computational methods >FREE VIBRATION ANALYSIS OF CROSS-PLY LAYERED COMPOSITE BEAMS WITH FINITE LENGTH ON ELASTIC FOUNDATION
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FREE VIBRATION ANALYSIS OF CROSS-PLY LAYERED COMPOSITE BEAMS WITH FINITE LENGTH ON ELASTIC FOUNDATION

机译:弹性地基上有限长的层状组合梁的自由振动分析

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摘要

In this paper, free vibration analysis of cross-ply layered composite beams (LCB) with finite length and rectangular cross-section rested on an elastic foundation is investigated by finite element method. Based on the Timoshenko beam theory which includes the shear deformation and rotary inertia, the stiffness and mass matrices of a LCB are obtained using the energy method. Then, the natural frequencies are calculated by employing eigenvalue technique. The obtained results are verified against existing data in the literatures for a LCB with no foundation and uniform cross-section. Good agreements are observed between these cases. In the same way, the natural frequencies of a specific case, i.e. the stepped beam are calculated and finally, free vibrations of a symmetric and non-symmetric LCB are compared with each others.
机译:本文通过有限元方法研究了有限长且矩形截面位于弹性基础上的交叉层状组合梁(LCB)的自由振动分析。基于包含剪切变形和旋转惯性的蒂莫申科梁理论,利用能量方法获得了LCB的刚度和质量矩阵。然后,通过使用特征值技术来计算固有频率。对于没有基础和均一横截面的LCB,针对文献中的现有数据验证了所得结果。这些案例之间达成了良好的协议。以相同的方式,计算特定情况下的自然频率,即阶梯梁,最后,将对称和非对称LCB的自由振动相互比较。

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