Two 8-node quadrilateral spline elements by B-net method

被引:4
|
作者
Chen, Juan [1 ]
Li, Chong-Jun [2 ]
机构
[1] Dongbei Univ Finance & Econ, Sch Math & Quantitat Econ, Dalian 116025, Peoples R China
[2] Dalian Univ Technol, Sch Math Sci, Dalian 116024, Peoples R China
基金
中国国家自然科学基金;
关键词
Spline finite element; B-net method; Quadrilateral element; Bivariate spline interpolation; The second order completeness; MESH-DISTORTION; IMMUNE;
D O I
10.1007/s10409-012-0204-6
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Isoparametric quadrilateral elements are widely used in the finite element method, but the accuracy of the isoparametric quadrilateral elements will drop obviously deteriorate due to mesh distortions. Spline functions have some properties of simplicity and conformality. Two 8-node quadrilateral elements have been developed using the triangular area coordinates and the B-net method, which can exactly model the quadratic field for both convex and concave quadrangles. Some appropriate examples are employed to evaluate the performance of the proposed elements. The numerical results show that the two spline elements can obtain solutions which are highly accurate and insensitive to mesh distortions.
引用
收藏
页码:1620 / 1629
页数:10
相关论文
共 50 条
  • [21] Refined nonconforming 8-node plane elements
    Li, Yongdong
    Chen, Wanji
    Jisuan Jiegou Lixue Jiqi Yingyong/Journal of Computational Structural Mechanics and Applications, 1997, 14 (03): : 276 - 285
  • [22] EIGENVALUES AND EIGENMODES OF 8-NODE BRICK ELEMENTS
    KIDGER, DJ
    SMITH, IM
    COMMUNICATIONS IN APPLIED NUMERICAL METHODS, 1992, 8 (03): : 193 - 205
  • [23] Comparison of convergence of 8-node and 15-node elements
    Molenkamp, F
    Kay, S
    NUMERICAL MODELS IN GEOMECHANICS - NUMOG VI, 1997, : 415 - 419
  • [24] A concave-admissible quadrilateral quasi-conforming plane element using B-net method
    Hu, Qingyuan
    Xia, Yang
    Hu, Ping
    Li, Chongjun
    European Journal of Mechanics, A/Solids, 2016, 57 : 34 - 44
  • [25] A concave-admissible quadrilateral quasi-conforming plane element using B-net method
    Hu, Qingyuan
    Xia, Yang
    Hu, Ping
    Li, Chongjun
    EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, 2016, 57 : 34 - 44
  • [26] Unified and mixed formulation of the 8-node hexahedral elements by assumed strain method
    Zhu, YY
    Cescotto, S
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1996, 129 (1-2) : 177 - 209
  • [27] Construction of n-sided polygonal spline element using area coordinates and B-net method
    Chen, Juan
    Li, Chong-Jun
    Chen, Wan-Ji
    ACTA MECHANICA SINICA, 2010, 26 (05) : 685 - 693
  • [28] 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
    ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2023, 147 : 302 - 319
  • [29] Construction of n-sided polygonal spline element using area coordinates and B-net method
    Juan Chen ChongJun Li WanJi Chen School of Mathematical SciencesDalian University of Technology DalianChinaState Key Laboratory for Structural Analysis of Industrial EquipmentDalian University of Technology DalianChinaInstitute for Structural Analysis of AerocraftShenyang Institute of Aeronautical Engineering ShenyangChina
    Acta Mechanica Sinica, 2010, 26 (05) : 685 - 693
  • [30] Construction of n-sided polygonal spline element using area coordinates and B-net method
    Juan Chen · Chong-Jun Li · Wan-Ji Chen School of Mathematical Sciences
    Acta Mechanica Sinica, 2010, (05) : 685 - 693