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Using finite strain 3D-material models in beam and shell elements

机译:在梁和壳单元中使用有限应变3D材料模型

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In this paper an interface is derived for the use of arbitrary 3D-material laws infinite elements which include special stress conditions. The mechanical models of beams and shells are usually based upon zero-stress conditions. This requires a material law respecting the stress condition for each finite element formulation. Complicated materials, e.g. Finite strain models are often described in the 3D-continuum. Considering the zero-stress condition requires a reformulation of these material laws, which is often complicated. The subject of this paper is to incorporate physically non-linear 3D-material laws in beam and shell elements. To this effect a local algorithm will be developed to condense an arbitrary 3D-material law with respect to the zero-stress condition. The algorithm satisfies the stress condition at each integration point on the element kvel A comparison of the proposed algorithm to a prior algorithm is made to highlight the properties of the current proposal.
机译:在本文中,导出了使用任意3D材料定律无限元素(包括特殊应力条件)的界面。梁和壳的力学模型通常基于零应力条件。这就需要遵守每种有限元公式的应力条件的材料定律。复杂的材料,例如有限应变模型通常在3D连续图中描述。考虑到零应力条件,需要重新制定这些材料定律,这通常很复杂。本文的主题是在梁和壳单元中纳入物理非线性3D材料定律。为此,将开发一种局部算法来针对零应力条件压缩任意3D材料定律。该算法满足单元kvel上每个积分点的应力条件。将所提出的算法与先前的算法进行比较,以突出当前提议的属性。

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