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Static buckling analysis and geometrical optimization of magneto-electro-elastic sandwich plate with auxetic honeycomb core

机译:辅助蜂窝芯磁电弹性夹芯板静力屈曲分析及几何优化

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摘要

The nonlinear static buckling analysis of magneto-electro-elastic sandwich plate on Pasternak-type elastic foundations subjected to the mechanical, thermal, electric and magnetic loadings is presented in this paper. The sandwich plate is composed of an auxetic honeycomb core with negative Poisson's ratio and two face sheets made of magneto-electro-elastic material. The system basic equations are derived based on the Reddy's higher order shear deformation plate theory taking into account the effect of von Karman the kinematic nonlinearity and initial imperfection. The form of possible solutions and electric, magnetic potentials are chosen as trigonometric functions based on two cases of boundary conditions. The relationship between axial compressive loading and dimensionless deflection amplitude is determined by using the Galerkin method. For optimization problem, the Bees algorithm is applied to obtain the maximum value of critical buckling load of the sandwich plate which depends on five geometrical and material parameters. The effects of elastic foundations, temperature increment, geometrical parameters and electric and magnetic potentials on the stability characteristics are investigated in numerical results. The accuracy and reliability of present approach is confirmed by comparisons with the existing results in the literature.
机译:本文介绍了帕斯捷尔纳克型弹性地基磁-电-弹夹芯板在力学、热力、电力和磁力荷载作用下的非线性静力屈曲分析.夹芯板由一个负泊松比的辅助蜂窝芯和两块由磁电弹性材料制成的面板组成。基于雷迪高阶剪切变形板理论,考虑了冯·卡曼、运动学非线性和初始缺陷的影响,推导了系统基本方程。根据两种边界条件,选择可能解的形式和电、磁势作为三角函数。采用Galerkin方法确定了轴向压缩载荷与无量纲挠度幅之间的关系。针对优化问题,应用Bees算法求得夹芯板临界屈曲荷载的最大值,该值取决于5个几何参数和材料参数。数值计算研究了弹性地基、温度增量、几何参数、电势和磁势对稳定性特性的影响。通过与文献中现有结果的比较,证实了该方法的准确性和可靠性。

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