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Three-dimensional elasticity solution of functionally graded rectangular plates with variable thickness

机译:变厚度功能梯度矩形板的三维弹性解

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This paper studies the stress and displacement distributions of continuously varying thickness functionally graded rectangular plates simply supported at four edges. Young's modulus is graded through the thickness following the exponential-law and Poisson's ratio keeps constant. On the basis of three-dimensional elasticity theory, the general expressions for the displacements and stresses of the plate under static loads, which exactly satisfy the governing differential equations and the simply supported boundary conditions at four edges of the plate, are analytically derived. The unknown coefficients in the general expressions of the stresses are approximately determined by using the double Fourier sinusoidal series expansions to the boundary conditions on the upper and lower surfaces of the plates. The effect of Young's modulus varying rules on the displacements and stresses of functionally graded rectangular plates is investigated. The proposed three-dimensional elasticity solution can be used to assess the validity of various approximate solutions and numerical methods for functionally graded plates.
机译:本文研究了简单地支撑在四个边缘处的连续变化厚度的功能梯度矩形板的应力和位移分布。杨氏模量通过厚度按照指数律分级,泊松比保持恒定。基于三维弹性理论,推导了静载荷作用下板的位移和应力的一般表达式,这些表达式恰好满足控制微分方程和板四个边缘的简单支撑边界条件。应力的一般表达式中的未知系数大约是通过使用双傅里叶正弦级数展开到板上下表面的边界条件来确定的。研究了杨氏模量变化规律对功能梯度矩形板位移和应力的影响。提出的三维弹性解可用于评估功能梯度板的各种近似解和数值方法的有效性。

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