Thermoelastic Analysis Of Bending Problems In Fgm Plates

V. Sládek, L. Sátor, J. Sládek
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Abstract

It is well known that the original 3D elasticity problem in plate structures subjected to transversal loading can be converted to a 2D problem. In addition to in-plane displacements, we need to introduce the deflection and/or rotation field variables in the plate mid-plane, in order to describe displacements and deformations within the plate structure. Thus, one can develop unified formulation for bending and inplane deformation modes within the classical Kirchhoff-Love theory for bending of thin elastic plates and the shear deformation plate theories (the first order – FSDPT, and the third order TSDPT). In this paper, we extend the derivation of the 2D formulation for coupled problems of thermoelasticity in plate structures. Three material coefficients play the role in stationary problems, namely the Young modulus, coefficient of linear thermal extension and the heat conduction coefficient. The influence of continuous gradation of these coefficients on the response of the plate subjected to thermal loadings is investigated in numerical simulations. The element-free strong formulation with using meshless approximations for spatial variation of field variables is developed.
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Fgm板弯曲问题的热弹性分析
众所周知,横向荷载作用下板结构的三维弹性问题可以转化为二维弹性问题。除了平面内的位移,我们还需要在板的平面中间引入挠度和/或旋转场变量,以描述板结构内部的位移和变形。因此,人们可以在经典的弹性薄板弯曲Kirchhoff-Love理论和剪切变形板理论(一阶- FSDPT和三阶TSDPT)中建立弯曲和平面变形模式的统一公式。本文推广了平板结构热弹性耦合问题二维公式的推导。在平稳问题中起作用的是三个材料系数,即杨氏模量、线性热扩展系数和导热系数。在数值模拟中研究了这些系数的连续梯度对板在热载荷作用下的响应的影响。提出了用无网格近似求解场变量空间变化的无单元强公式。
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