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A semi-analytical method for free vibration of straight orthotropic beams with rectangular cross-sections

机译:矩形截面正交异性正交梁自由振动的半解析方法

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摘要

On the basis of the two-dimensional elasticity equations with orthotropy, a semi-analytical method is proposed to analyze free vibration of straight beams with rectangular cross-sections. To this end, the state space method is combined with the differential quadrature method so that state equations with respect to state variables at discrete points are derived. The frequency equation for free vibration of straight orthotropic beams is then formulated. Numerical results are presented and compared with that available in the literature. The present method can be used to analyze either shallow or deep orthotropic beams with arbitrary end conditions. (C) 2004 Elsevier Ltd. All rights reserved.
机译:在正交各向异性的二维弹性方程的基础上,提出了一种半矩形截面直梁自由振动的半解析分析方法。为此,将状态空间方法与微分求积方法相结合,以便导出关于离散点处的状态变量的状态方程。然后,公式化了正交异性梁的自由振动频率方程。给出了数值结果,并与文献中的数值进行了比较。本方法可用于分析具有任意端部条件的浅或深正交异性梁。 (C)2004 Elsevier Ltd.保留所有权利。

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