期刊文献+

A TRIANGULAR QUASI-CONFORMING FINITE ELEMENT FOR TRANSIENT DYNAMIC ANALYSIS 被引量:1

A TRIANGULAR QUASI-CONFORMING FINITE ELEMENT FOR TRANSIENT DYNAMIC ANALYSIS
下载PDF
导出
摘要 A type of 3 node triangular element is constructed by the Quasi-conforming method, which may be used to solve the equation of a type of inverse problem of wave propagation after Laplace transformation △u-A^2u=0. The strains in the element are approximated by an expohential function and the string-net function between neigh- bouring elements is apporoximated by one dimensional general solution of the equation. Furthermore the strain field satisfies the equation, and therefore in the derivation of the element formulation, no shape function is needed. In this sense, it is a kind of hybrid element. Compared with the ordinary linear triangular element, the new one features higher precision with coarse meshes. Some numerical tests are presented. A type of 3 node triangular element is constructed by the Quasi-conforming method, which may be used to solve the equation of a type of inverse problem of wave propagation after Laplace transformation △u-A^2u=0. The strains in the element are approximated by an expohential function and the string-net function between neigh- bouring elements is apporoximated by one dimensional general solution of the equation. Furthermore the strain field satisfies the equation, and therefore in the derivation of the element formulation, no shape function is needed. In this sense, it is a kind of hybrid element. Compared with the ordinary linear triangular element, the new one features higher precision with coarse meshes. Some numerical tests are presented.
出处 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 1990年第1期59-63,共5页 力学学报(英文版)
基金 The project is supported by the National Natural Science Foundation of China
关键词 quasi-conforming finite element method wave propagation equation quasi-conforming finite element method wave propagation equation
  • 相关文献

参考文献7

  • 1刘迎曦,李宝元,唐立民.多变量拟协调E函数单元.计算结构力学及其应用,1987,4(4):35-43.
  • 2刘迎曦,石广玉,唐立民.关于有限元多余零能模式的讨论.大连工学院学报,1983,22(3):61-67.
  • 3唐立民 陈万吉.有限元分析中的拟协调元[J].大连工学院学报,1980,19(2):19-36.
  • 4Tang Limin,Liu Yingxi.Quaff-conforming element techniques for penalty finite element methods. Finite Elements in Analysis and Design . 1985
  • 5Pian T H H.Derivation of element stiffness matrices by assumed stress distribution. AIAA Journal . 1964
  • 6Y. M. Chen and D. S. Tsien.A numerical algorithm for remote sensing of density profiles of a simple ocean model by acoustic pulses. Journal of Computational Physics . 1977
  • 7Tang L,Chen W,Liu Y.String net function approximationand quasi-conforming technique. Hybid and Mixed Finite Ele-ment Methods . 1983

共引文献23

同被引文献52

引证文献1

二级引证文献6

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部