Higher-Order Hexahedral Finite Elements for Structural Dynamics: A Comparative Review

被引:7
|
作者
Karpik, Anna [1 ]
Cosco, Francesco [1 ]
Mundo, Domenico [1 ]
机构
[1] Univ Calabria, Dept Mech, Energy & Management Engn DIMEG, Cubo 45C, I-87036 Arcavacata Di Rende, Italy
关键词
finite element method; hexahedral mesh; higher-order elements; convergence analysis; accuracy; efficiency; numerical integration; gauss quadrature; error analysis; eigenvalues; ERROR ESTIMATION; MIXED FORMULATION; A-PRIORI; APPROXIMATIONS; ACCURACY; CONVERGENCE; ESTIMATOR; STABILITY; FEM;
D O I
10.3390/machines11030326
中图分类号
TM [电工技术]; TN [电子技术、通信技术];
学科分类号
0808 ; 0809 ;
摘要
The finite element method (FEM) is widely used in many engineering applications. The popularity of FEM led to the development of several variants of formulations, and hexahedral meshes surged as one of the most computationally effective. After briefly reviewing the reasons and advantages behind the formulation of increasing order elements, including the serendipity variants and the associated reduced integration schemes, a systematic comparison of the most common hexahedral formulations is presented. A numerical benchmark was used to assess convergency rates and computational efficiencies when solving the eigenvalue problem for linear dynamic analysis. The obtained results confirmed the superior performances of the higher-order brick element formulations. In terms of computational efficiency, defined as the ratio between achievable accuracy and computational execution time, quadratic or cubic formulations exhibited the best results for the stages of FE model assembly and solution computation, respectively.
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页数:23
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