三维20节点六面体和10节点四面体单元的高精度中节点集中质量矩阵
PRECISE MID-NODE LUMPED MASS MATRICES FOR 3D 20-NODE HEXAHEDRAL AND 10-NODE TETRAHEDRAL FINITE ELEMENTS
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摘要: 对于工程分析中常用的三维20节点六面体和10节点四面体单元, 采用行求和法得到的集中质量矩阵由于包含负质量元素, 难以直接用于动力分析. 虽然常用的主对角元素放大法, 即HRZ方法, 可以有效规避负质量元素, 但是该方法仍缺乏理论层面的精度分析. 本文首先以三维20节点六面体单元为例, 构造一种包含待定参数的广义集中质量矩阵, 并将HRZ集中质量矩阵作为特例涵盖其中, 进而建立了20节点六面体单元广义集中质量矩阵的频率精度表达式. 然后, 通过参数优化, 提出20节点六面体单元的中节点集中质量矩阵构造方法, 并从理论上证明其精度优于HRZ集中质量矩阵. 该中节点集中质量矩阵形式简单, 非常便于推广到10节点四面体单元. 此外, 利用中节点集中质量矩阵含有主对角零质量元素的特点, 通过静力凝聚建立了相应的动力分析降阶模型, 在保证计算精度的同时可大幅提升计算效率. 自由振动和时程分析结果均表明, 对于三维20节点六面体单元和10节点四面体单元, 中节点集中质量矩阵的计算精度明显高于HRZ集中质量矩阵.Abstract: The three-dimensional (3D) 20-node hexahedral and 10-node tetrahedral elements have been widely used in structural analysis, while the row-sum mass lumping for such elements leads to certain negative entries for the lumped mass matrices, which cause considerable difficulty for dynamic finite element analysis. Meanwhile, despite that the diagonal scaling mass lumping technique, namely, the HRZ method, ensures a non-negative lumped mass formulation, a theoretical accuracy investigation of this frequently employed approach is still missed in 3D scenarios. In this work, a generalized lumped mass matrix template with specifically devised adjustable parameters is introduced for 3D 20-node hexahedral elements to assess the frequency accuracy of different mass lumping methods, which include the HRZ lumped mass matrix formulation as a specific circumstance. Subsequently, a frequency accuracy measure is rationally derived for this generalized lumped mass matrix template. With the aid of the frequency error measure, it is found that the HRZ lumped mass matrix formulation for 3D 20-node hexahedral elements does not give the optimal frequency accuracy. On the other hand, a precise mid-node lumped mass matrix formulation is attained by optimizing the frequency accuracy with respect to the adjustable parameters. A straightforward extension of the proposed formulation immediately yields an accurate mid-node lumped mass matrix formulation for 10-node tetrahedral elements. Furthermore, since the corner nodes of the mid-node lumped mass matrices for 20-node hexahedral and 10-node tetrahedral elements have zero diagonal mass entries, a standard static condensation operation on the discrete finite element equations enables a computationally efficient reduced order model that only contains the mid-node degrees of freedom for subsequent dynamic analysis. The frequency computation and transient analysis results consistently buttress that compared to the conventional HRZ lumped mass matrices, the proposed mid-node lumped mass matrices for 3D 20-node hexahedral and 10-node tetrahedral elements exhibit salient advantages regarding both accuracy and efficiency.