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Vibration analysis of functionally graded rectangular plates resting on elastic foundation using higher-order shear and normal deformable plate theory

机译:基于高阶剪切和法向变形理论的弹性地基上功能梯度矩形板的振动分析

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摘要

The free vibration of simply supported functionally graded rectangular plates resting on two-parameter elastic foundation is studied using the higher-order shear and normal deformable plate theory of Batra and Vidoli by an analytical approach. All three displacement components are expanded in the thickness direction using the Legendre polynomials. The effects of transverse shear and normal deformations are considered and the equations of motion are derived using the principle of virtual work. A power law distribution is used to explain the variation of mechanical and physical properties through the thickness of the functionally graded plate. Governing equations are then derived and the natural frequencies and the corresponding mode shapes are obtained up to the fifth-order expansion. The numerical results are given in detail and compared with the existing works. It is shown that when fifth-order expansion is used, the results of this theory for natural frequencies of thick functionally graded rectangular plates are very close to those obtained from three dimensional elasticity theory.
机译:利用Batra和Vidoli的高阶剪切和法向可变形板理论,通过分析方法研究了位于两参数弹性基础上的简支功能梯度矩形板的自由振动。使用勒让德多项式在厚度方向上扩展所有三个位移分量。考虑了横向剪切和法向变形的影响,并使用虚拟功原理推导了运动方程。幂律分布用于解释功能梯度板的厚度对机械和物理性能的影响。然后导出控制方程,并获得自然频率和相应的振型直到五阶展开。详细给出了数值结果,并与现有工作进行了比较。结果表明,当使用五阶展开时,该理论对于厚功能梯度矩形板的固有频率的结果与三维弹性理论获得的结果非常接近。

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