Extension of the unsymmetric 8-node hexahedral solid element US-ATFH8 to 3D hyper-elastic finite deformation analysis

被引:4
|
作者
Ma, Ru-Xia [1 ]
Cen, Song [1 ,2 ,3 ]
Shang, Yan [4 ]
Li, Chen-Feng [5 ]
机构
[1] Tsinghua Univ, Dept Engn Mech, Sch Aerosp Engn, Beijing 100084, Peoples R China
[2] Liaoning Tech Univ, Sch Mech & Engn, Fuxing, Liaoning, Peoples R China
[3] Tsinghua Univ, AML, Sch Aerosp Engn, Beijing, Peoples R China
[4] Nanjing Univ Aeronaut & Astronaut, State Key Lab Mech & Control Mech Struct, Nanjing, Peoples R China
[5] Swansea Univ, Zienkiewicz Ctr Computat Engn, Coll Engn, Swansea, W Glam, Wales
基金
中国国家自然科学基金;
关键词
3D hyper-elastic analysis; analytical trial functions; finite deformation; hexahedral element; unsymmetric finite element; ENERGY-SAMPLING STABILIZATION; PLANE ELEMENT; 10-NODE TETRAHEDRON; MESH DISTORTION; STRAIN ANALYSIS; 4-NODE; PERFORMANCE; FORMULATION; US-QUAD8; LOCKING;
D O I
10.1002/nme.7086
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This work extends the recent US-ATFH8 element to 3D hyper-elastic finite deformation analysis. Using two sets of shape functions, the new 3D element comprises of 8 nodes and 24 DOFs. The first set of shape functions represent the test functions that come from the conventional isoparametric interpolation, and the second set, representing the trial functions, are constructed from the homogenous solutions for linear elasticity governing equations, termed analytical trial functions (ATFs). This study considers finite deformation for hyper-elastic materials, but it is assumed that the analytical solutions associated with hyper-elastic materials can be updated to hold approximately in each incremental step. Moreover, the deformation information required for stress computation is updated by using the incremental deformation gradient, which is constructed from the updated ATFs. Numerical examples show that without additional pressure DOF, the element US-ATFH8 still behaves well in nearly incompressible hyper-elastic 3D problems with finite deformation, even when the meshes are extremely distorted.
引用
收藏
页码:5749 / 5778
页数:30
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  • [1] Extension of the unsymmetric 8-node hexahedral solid element US-ATFH8 to geometrically nonlinear analysis
    Li, Zhi
    Cen, Song
    Li, Chenfeng
    [J]. ENGINEERING COMPUTATIONS, 2021, 38 (08) : 3219 - 3253
  • [2] An unsymmetric 8-node hexahedral solid-shell element with high distortion tolerance: Linear formulations
    Huang, Junbin
    Cen, Song
    Li, Zhi
    Li, Chen-Feng
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2018, 116 (12-13) : 759 - 783
  • [3] An unsymmetric 8-node hexahedral solid-shell element based on ANS and incompatible concepts for thin shell analysis
    Wu, Nai-Cheng
    Huang, Ying-Qing
    Chen, Hai -Bo
    [J]. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2023, 417
  • [4] An unsymmetric 8-node hexahedral solid-shell element with high distortion tolerance: Geometric nonlinear formulations
    Li, Zhi
    Huang, Junbin
    Cen, Song
    Li, Chen-Feng
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2019, 120 (05) : 580 - 606
  • [5] Numerical analysis of 3-D solids and composite structures by an enhanced 8-node hexahedral element
    Nguyen, Minh Ngoc
    Bui, Tinh Quoc
    Truong, Thien Tich
    Tanaka, Satoyuki
    Hirose, Sohichi
    [J]. FINITE ELEMENTS IN ANALYSIS AND DESIGN, 2017, 131 : 1 - 16
  • [6] New enriched 3D solid finite elements: 8-node hexahedral, 6-node prismatic, and 5-node pyramidal elements
    Kim, San
    Lee, Phill-Seung
    [J]. COMPUTERS & STRUCTURES, 2019, 216 : 40 - 63
  • [7] An ANS/ATFs-based unsymmetric solid-shell finite element algorithm for high-quality finite deformation analysis of hyper-elastic shell
    Ma, Ru-Xia
    Cen, Song
    Li, Chen-Feng
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2024, 125 (12)
  • [8] Penalty C0 8-node quadrilateral and 20-node hexahedral elements for consistent couple stress elasticity based on the unsymmetric finite element method
    Wu, Huan-Pu
    Shang, Yan
    Cen, Song
    Li, Chen-Feng
    [J]. ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2023, 147 : 302 - 319
  • [9] Finite Element Modelling and Simulation of Tunnel Gates of Dam Structures in ABAQUS Using Reduced-Integrated 8-Node Hexahedral Solid-Shell Element
    Balkaya, Can
    [J]. MODELLING AND SIMULATION IN ENGINEERING, 2024, 2024
  • [10] A novel triangular boundary crack front element for 3D crack problems based on 8-node serendipity element
    Xie, Guizhong
    Zhou, Fenglin
    Zhang, Dehai
    Wen, Xiaoyu
    Li, Hao
    [J]. ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2019, 105 : 296 - 302