New higher-order triangular shell finite elements based on the partition of unity

被引:4
作者
Jun, Hyungmin [1 ,2 ]
机构
[1] Jeonbuk Natl Univ, Dept Mech Syst Engn, 567 Baekje Daero, Jeonju Si 54896, Jeollabuk Do, South Korea
[2] MIT, Dept Biol Engn, 77 Massachusetts Ave, Cambridge, MA 02139 USA
关键词
partition of unity; shell finite element; three-node element; MITC method; convergence study; benchmark test; MESHFREE QUAD4 ELEMENT; MITC3+SHELL ELEMENT; INTERPOLATION; SIMULATION;
D O I
10.12989/sem.2020.73.1.001
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Finite elements based on the partition of unity (PU) approximation have powerful capabilities for p-adaptivity and solutions with high smoothness without remeshing of the domain. Recently, the PU approximation was successfully applied to the three-node shell finite element, properly eliminating transverse shear locking and showing excellent convergence properties and solution accuracy. However, the enrichment with the PU approximation results in a significant increase in the number of degrees of freedom; therefore, it requires greater computational cost, thus making it less suitable for practical engineering. To circumvent this disadvantage, we propose a new strategy to decrease the total number of degrees of freedom in the existing PU-based shell element, without loss of optimal convergence and accuracy. To alleviate the locking phenomenon, we use the method of mixed interpolation of tensorial components and perform convergence studies to show the accuracy and capability of the proposed shell element. The excellent performances of the new shell elements are illustrated in three benchmark problems.
引用
收藏
页码:1 / 16
页数:16
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