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A novel quadrilateral element for analysis of functionally graded porous plates/shells reinforced by graphene platelets

机译:石墨烯血小板增强功能梯度多孔板/壳体分析的新型四边形元件

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This paper firstly presents numerical analyses of functionally graded porous plates/shells with graphene platelets (GPLs) reinforcement using a novel four-node quadrilateral element with five degrees of freedom per node, namely SQ4P, based on the first-order shear deformation theory and Chebyshev polynomials. The novelty of the present element is to use the high-order shape functions which satisfy the interpolation condition at the points based on Chebyshev polynomials to build the new flat four-node element for analysis of plate/shell structures. The Chebyshev polynomials are a sequence of orthogonal polynomials that are described recursively and the values of these polynomials belong to the interval [-1,1] as well as vanish at the Gauss points. Full Gauss quadrature rule is used to establish the stiffness matrix, geometric stiffness matrix, mass matrix and load vector. Various dispersions of GPLs and internal pores into the metal matrix through the thickness of structure are considered with the rule of a mixture and the Halpin-Tsai model for evaluating effective material properties across the thickness. The influence of weight fraction, porosity coefficient and dimensions of GPLs, distribution of GPLs and porosity into metal matrix are fully studied via several numerical examples from static bending to free vibration and buckling response. Numerical results and comparison with other solutions from available references suggest that the present element has enough reliability and validity to use in structural analysis. With regular and irregular meshes, these results are in close agreement with the exact solutions by using the suitable value for the order of the shape functions.
机译:本文首先呈现了具有石墨烯血小板(GPLS)加固的功能梯形多孔板/壳的数值分析,使用新的四节点四边形元素具有每节点五次自由度,即SQ4P,基于一阶剪切变形理论和Chebyshev多项式。本元的新颖性是使用基于Chebyshev多项式的点处的内插条件的高阶形状函数,以构建新的四节点元件以分析板/壳结构。 Chebyshev多项式是一系列正交多项式,其递归地描述,这些多项式的值属于间隔[-1,1],以及在高斯点处消失。完整高斯正交规则用于建立刚度矩阵,几何刚度矩阵,质量矩阵和载荷载体。通过混合物的规则和用于评估厚度的有效材料性能的混合物和Halpin-TSAI模型的规则考虑通过结构厚度的GPLS和内部孔进入金属基质中的各种分散体。通过静态弯曲的几个数值示例,通过静态弯曲与自由振动和屈曲反应的几个数值实例地研究了重量级分来自可用参考的其他解决方案的数值结果和比较表明,本元件具有足够的可靠性和有效性来在结构分析中使用。对于常规和不规则的网格,这些结果与使用合适的值为形状函数的顺序的合适值密切一致。

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