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Three-dimensional free vibration of variable thickness thick circular and annular isotropic and functionally graded plates on Pasternak foundation

机译:Pasternak地基上厚度可变的圆形和环形各向同性及功能梯度板的三维自由振动

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摘要

This paper describes a study of three-dimensional free vibration analysis of thick circular and annular isotropic and functionally graded (FG) plates with variable thickness along the radial direction, resting on Pasternak foundation. The formulation is based on the linear, small strain and exact elasticity theory. Plates with different boundary conditions are considered and the material properties of the FG plate are assumed to vary continuously through the thickness according to power law. The kinematic and the potential energy of the plate-foundation system are formulated and the polynomial-Ritz method is used to solve the eigenvalue problem. Convergence and comparison studies are done to demonstrate the correctness and accuracy of the present method. With respect to geometric parameters, elastic coefficients of foundation and different boundary conditions some new results are reported which may be used as benchmark solutions for future researches.
机译:本文描述了基于Pasternak基础的厚圆形和环形各向同性和功能梯度(FG)板的三维自由振动分析的研究,该板沿径向方向具有可变厚度。该公式基于线性,小应变和精确弹性理论。考虑具有不同边界条件的板,并假定FG板的材料性能根据幂定律在厚度范围内连续变化。公式化了板基础系统的运动学和势能,并使用多项式-Ritz方法解决了特征值问题。进行了收敛和比较研究,以证明本方法的正确性和准确性。关于几何参数,地基弹性系数和不同边界条件,一些新的结果被报道,可以用作未来研究的基准解决方案。

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