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Interlaminar stress calculation in composite and sandwich plates in NURBS Isogeometric finite element analysis

机译:NURBS等几何有限元分析中复合板和夹层板层间应力的计算

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This research paper describes the development of NURBS Isogeometric finite element analysis and postprocessor for interlaminar stress calculation in composite and sandwich plates. First-order, shear-deformable laminate composite plate theory is utilized in deriving the governing equations using a var-iational formulation. Linear, quadratic, higher order and k-refined NURBS elements are constructed and numerical validation is performed for laminated composite and sandwich plates. Lagrange finite element suffers from higher order stress gradient oscillations due to Gibbs phenomenon and require alternative stress recovery procedures for accurate interlaminar stress calculations, especially interlaminar normal stress. In this paper, direct post-processing is performed which computes interlaminar shear and normal stresses from higher order gradients of NURBS basis in a single step procedure. Interlaminar stresses are found to be in an excellent agreement with 3D elasticity solution and FSDT along with k-refinement procedure of NURBS basis is found to compute equivalent or better interlaminar normal stress than higher-order shear deformation theory.
机译:这篇研究论文描述了NURBS等几何有限元分析和后处理程序在复合板和夹心板中层间应力计算方面的发展。利用一阶可剪切变形的层压复合板理论,使用变分公式推导控制方程。构造了线性,二次,高阶和k精炼的NURBS元素,并对层压复合材料和夹心板进行了数值验证。拉格朗日有限元由于吉布斯现象而遭受较高阶的应力梯度振荡,并且需要替代的应力恢复程序来进行层间应力的精确计算,尤其是层间法向应力。在本文中,将执行直接后处理,该后处理可在一个步骤中从NURBS基础的高阶梯度计算层间剪切力和正应力。发现层间应力与3D弹性解和FSDT以及NURBS基础的k细化程序具有极好的一致性,发现该层间应力比高阶剪切变形理论计算的等效或更好。

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