A four-node tetrahedral element with continuous nodal stress. (15th October 2017)

• Record Type: Journal Article
• Authors: Yang, Yongtao; Sun, Guanhua; Zheng, Hong
• Is Part Of: Computers & structures. Volume 191(2017)
• Page Start: 180
• Page End: 192
• Publication Date: 2017-10-15
• Subjects: Partition of unity -- FE-Meshfree element -- Tetrahedral element -- Tetr4-CNS -- Mesh distortion; Structural engineering -- Data processing -- Periodicals; Electronic data processing -- Structures, Theory of -- Periodicals; 624.171
• DOI: 10.1016/j.compstruc.2017.07.001
• Languages: English
• ISSNs: 0045-7949

Abstract

Highlights: A PU-based four-node tetrahedral element with continuous nodal stress is proposed. Performance of the proposed element is investigated for 3D elastic problems. Performance of the proposed element is much better than Tetr4 and Hexa8 elements. The proposed element could obtain continuous nodal stress. Abstract: Formulation of a partition of unity (PU) based four-node tetrahedral element with continuous nodal stress (Tetr4-CNS) and its applications to the analysis of linear elasticity problems in three-dimension are presented in this paper. By simply using the same mesh as the classical tetrahedral element (Tetr4), Tetr4-CNS element is able to obtain continuous nodal stress without recourse to stress smoothing operation in the post-processing process, and to construct high order global approximation without adding extra nodes or nodal DOFs. Moreover, it is free from the linear dependence problem which cripples many of the PU-based methods. A series of numerical tests are carried out to evaluate the performance of the Tetr4-CNS element. The numerical results show that accuracy through the proposed element is superior to that through Tetr4 element and eight-node hexahedral element (Hexa8). More importantly, the proposed element has excellent mesh distortion tolerant capabilities.