Accelerated modified Newton‐Raphson iteration‐based finite‐element solution of structural problems involving non‐linear deformation behaviour

Chang-New Chen

研究成果: Article同行評審

6 引文 斯高帕斯(Scopus)

摘要

A new global secant relaxation (GSR)‐method‐based improvement procedure is used to improve the overall convergency performance of the modified Newton‐Raphson iteration in carrying out the solution of discrete systems resulting from the finite‐element discretization of a certain class of structural problems involving non‐linear deformation behaviour.

原文English
頁(從 - 到)333-338
頁數6
期刊Communications in Numerical Methods in Engineering
10
發行號4
DOIs
出版狀態Published - 1994 一月 1

All Science Journal Classification (ASJC) codes

  • Software
  • Modelling and Simulation
  • Engineering(all)
  • Computational Theory and Mathematics
  • Applied Mathematics

指紋 深入研究「Accelerated modified Newton‐Raphson iteration‐based finite‐element solution of structural problems involving non‐linear deformation behaviour」主題。共同形成了獨特的指紋。

引用此