A consistent triangular thin flat shell finite element with drilling rotation based on the strain approach

H. Guenfoud, Mohamed Himeur, H. Ziou, M. Guenfoud
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引用次数: 2

Abstract

The paper offers a new flat shell finite element. It results from the combination of a membrane and a bending elements, both founded on the strain based formulation. The used membrane element is the T43_Eq. It is a triangular element with four nodes, three nodes at the vertices and the fourth one at the barycenter. Each node has three degrees of freedom, two translations and one rotation around the normal. The coefficients related to the degrees of freedom at the internal node are subsequently removed from the element stiffness matrix by using the static condensation procedure. The interpolation functions of strain, displacements and stresses fields are developed from equilibrium conditions. Then, the plate element used for the construction of the shell element is a triangular four-node thin plate element based on: the deformation approach, the four fictitious node, the static condensation and the analytic integration. The shell element result of this combination is robust, competitive and efficient. The shell element result of this combination is robust, competitive and efficient.
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基于应变法的具有钻孔旋转的一致三角形薄扁壳有限元
本文提出了一种新的扁壳有限元。它由薄膜和弯曲元件的组合产生,两者都建立在基于应变的公式上。使用的膜元件是T43_Eq。它是一个三角形元素,有四个节点,三个节点在顶点,第四个节点在重心。每个节点有三个自由度,两个平移和一个绕法线旋转。随后通过使用静态凝聚程序从单元刚度矩阵中去除与内部节点处的自由度相关的系数。从平衡条件出发,推导了应变场、位移场和应力场的插值函数。然后,用于构造壳单元的板单元是基于变形方法、四个虚拟节点、静态凝聚和解析积分的三角形四节点薄板单元。这种组合的壳单元结果是稳健的、有竞争力的和高效的。这种组合的壳单元结果是稳健的、有竞争力的和高效的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
International Journal of Structural Engineering
International Journal of Structural Engineering Engineering-Civil and Structural Engineering
CiteScore
2.40
自引率
23.10%
发文量
24
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