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

Chang-New Chen

Research output: Contribution to journalArticle

6 Citations (Scopus)

Abstract

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.

Original languageEnglish
Pages (from-to)333-338
Number of pages6
JournalCommunications in Numerical Methods in Engineering
Volume10
Issue number4
DOIs
Publication statusPublished - 1994 Jan 1

All Science Journal Classification (ASJC) codes

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

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