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Improved 4-node Hu-Washizu elements based on skew coordinates

机译:改进的基于偏坐标的4节点Hu-Washizu元素

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Mixed 4-node elements based on the Hu-Washizu (HW) functional are developed for stress and strain representations in various coordinates, including the skew, natural and Cartesian ones. The HW functional is used in incremental form, suitable for non-linear materials. The key features of our approach are as follows.rn(1) The representations of stress and strain are assumed in skew coordinates associated with the natural basis at the element's center, which implies that, for a linear elastic case, the homogenous equilibrium equations and the compatibility condition are satisfied point-wise. For stress, the same 5- and 7-parameter representations as for the Hellinger-Reissner (HR) elements by Wisniewski and Turska [Wisniewski K, Turska E. Improved four-node Hellinger-Reissner elements based on skew coordinates. Int J Numer Methods Eng 2008:76:798-836] are used. For strain, a 9-parameter linear representation is selected.rn(2) A mixed element HW14-S using a 5-parameter representation of stresses assumed in skew coordinates is developed from the non-enhanced HW functional. This element is equally accurate as our HR5-S element of Wisniewski and Turska (1998), the HR element by Yuan et al. [Yuan K-Y, Huang Y-S, Pian THH. New strategy for assumed stress for 4-node hybrid stress membrane element. Int J Numer Methods Eng 1993:36:1747-63], and the HW elements by Piltner and Taylor [Piltner R, Taylor RL. A quadrilateral mixed finite element with two enhanced strain modes. Int J Numer Methods Eng 1995:38:1783-808; Piltner R, Taylor RL A systematic construction of B-bar functions for linear and non-linear mixed-enhanced finite elements for plane elasticity problems. Int J Numer Methods Eng 1999;44:615-39|, and Piltner [Piltner R. An implementation of mixed enhanced finite elements with strains assumed in Cartesian and natural element coordinates using sparse B-matrices. Eng Comput 2000;17(8):933-49]. Compared to these HW elements, our element uses a smaller number of parameters.rn(3) A mixed/enhanced element HW18 using a 7-parameter representation of stress is developed from the enhanced HW functional. For the elements based on this stress representation, the strain representation has to be enriched; we use a 2-parameter EADG enhancement. Various combinations of the natural, skew and Cartesian coordinates are tested, and these for which this element performs best are selected.rn(4) A specific modification of the F~TF product, consisting of the expansion of F and the selection of meaningful terms in the product, was applied to selected elements. With this modification, the element HW14-S performs better for coarse distorted meshes than the HW elements described in the literature.rnThe developed elements are based on the Green strain, and are tested for linear and non-linear constitutive laws modified by the zero normal stress condition, because they will be used as a membrane part of a shell element. Several numerical tests show their performance, in particular, their robustness to the element's shape distortion for coarse meshes.
机译:开发了基于Hu-Washizu(HW)函数的混合4节点元素,用于在各种坐标(包括偏斜,自然和笛卡尔坐标)中表示应力和应变。硬件功能以增量形式使用,适用于非线性材料。我们的方法的主要特征如下:(1)应力和应变的表示是在与单元中心处的自然基础相关的偏斜坐标中进行的,这意味着,对于线性弹性情况,均质平衡方程和兼容性条件逐点满足。对于应力,与Wisniewski和Turska的Hellinger-Reissner(HR)元素相同的5参数和7参数表示[Wisniewski K,TurskaE。基于偏坐标的改进的四节点Hellinger-Reissner元素。使用Int J Numer Methods Eng 2008:76:798-836]。对于应变,选择9参数线性表示。rn(2)从非增强的HW函数开发了一种使用5参数表示的应力(在斜坐标中假设)的混合元素HW14-S。该元素与Wisniewski和Turska(1998)的HR5-S元素(Yuan等人的HR元素)同样准确。 [袁K-Y,黄Y-S,P THH。 4节点混合应力膜单元假定应力的新策略。 Int J Numer Methods Eng 1993:36:1747-63]和HW元素由Piltner和Taylor [Piltner R,Taylor RL。具有两个增强应变模式的四边形混合有限元。 Int J Numer Methods Eng 1995:38:1783-808; Piltner R,Taylor RL针对平面弹性问题的线性和非线性混合增强有限元的B-bar函数的系统构造。 Int J Numer Methods Eng 1999; 44:615-39 |,和Piltner [Piltner R.使用稀疏B矩阵在笛卡尔坐标系和自然单元坐标中假定应变的混合增强有限元的实现。工程计算2000; 17(8):933-49]。与这些HW元素相比,我们的元素使用较少的参数。rn(3)从增强的HW功能中开发出使用应力的7参数表示的混合/增强元素HW18。对于基于这种应力表示的元素,必须丰富应变表示。我们使用2参数EADG增强功能。测试了自然坐标,偏斜坐标和笛卡尔坐标的各种组合,并选择了该元素表现最佳的组合。rn(4)对F〜TF乘积的特定修改,包括F的扩展和有意义项的选择在产品中,已应用于选定的元素。通过这种修改,元素HW14-S在粗糙变形的网格上的性能要比文献中描述的元素更佳.rn所开发的元素基于格林应变,并针对零法线修正的线性和非线性本构律进行了测试应力条件,因为它们将用作壳单元的膜部分。多项数值测试表明了它们的性能,尤其是它们对于粗糙网格的单元形状变形的鲁棒性。

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