Performance study of tetrahedral and hexahedral elements in 3-D finite element structural analysis

被引：0

作者：

Cifuentes, A.O. ^{[1
]}

Kalbag, A. ^{[1
]}

机构：

[1] IBM Research Div, Yorktown Heights, United States

来源：

Finite elements in analysis and design | 1992年 / 12卷 / 3-4期

关键词：

Bending (deformation) - Computational methods - Finite element method - Mathematical models - Shear stress - Torsional stress;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

This study compares the performance of linear and quadratic tetrahedral elements and hexahedral elements in various structural problems. The problems selected demonstrate different types of behavior, namely, bending, shear, torsional and axial deformations. It was observed that the results obtained with quadratic tetrahedral elements and hexahedral elements were equivalent in terms of both accuracy and CPU time.

引用

页码：313 / 318