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Meshless implementation of arbitrary 3D-shell structures based on a modified first order shear deformation theory

机译:基于改进的一阶剪切变形理论的任意3D壳结构的无网格实现

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A meshless implementation of arbitrary 3D-shell structures based on a modified first order shear deformation theory (FSDT) is investigated in this paper. The FSDT is improved in this manuscript in order to assume a parabolic distribution of the shear strain to correct the constant shear stress in the Mindlin-Reissner theory and to get closer to a realistic distribution of the shear strain through the thickness. The radial point interpolation method is used in the construction of shape functions based on arbitrarily distributed nodes of general spatial shell geometry. The convergence of the proposed model is compared to other well-known formulations found in the literature considering isotropic and functionally graded spatial shell structures. The results obtained using the proposed meshless method demonstrate that the improved FSDT is very successful compared to closed-form solutions and finite element results using different shell theories. The effect of the material distribution on the deflections and stresses is also analyzed. (C) 2018 Elsevier Ltd. All rights reserved.
机译:本文研究了基于改进的一阶剪切变形理论(FSDT)的任意3D壳结构的无网格实现。在此手稿中对FSDT进行了改进,以假定剪切应变呈抛物线状分布,以校正Mindlin-Reissner理论中的恒定剪切应力,并在整个厚度上更接近于实际的剪切应变分布。基于一般空间壳几何的任意分布节点,径向点插值方法用于构造形状函数。考虑到各向同性和功能梯度的空间壳结构,将提出的模型的收敛性与文献中发现的其他众所周知的公式进行比较。使用所提出的无网格方法获得的结果表明,与采用不同壳理论的闭式解和有限元结果相比,改进的FSDT非常成功。还分析了材料分布对挠度和应力的影响。 (C)2018 Elsevier Ltd.保留所有权利。

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