An automated hybrid procedure for capturing mode-jumping in postbuckling composite stiffened structures

Brian G. Falzon, Marco Cerini

Research output: Contribution to journalArticlepeer-review

14 Citations (Scopus)

Abstract

This paper presents a robust finite element procedure for modelling the behaviour of postbuckling structures undergoing mode-jumping. Current non-linear implicit finite element solution schemes, found in most finite element codes, are discussed and their shortcomings highlighted. A more effective strategy is presented which combines a quasi-static and a pseudo-transient routine for modelling this behaviour. The switching between these two schemes is fully automated and therefore eliminates the need for user intervention during the solution process. The quasi-static response is modelled using the are-length constraint while the pseudo-transient routine uses a modified explicit dynamic routine, which is more computationally efficient than standard implicit and explicit dynamic schemes. The strategies for switching between the quasi-static and pseudo-transient routines are presented

Original languageEnglish
Pages (from-to)186-195
Number of pages10
JournalComposite Structures
Volume73
Issue number2
Early online date10 Jan 2006
DOIs
Publication statusPublished - May 2006

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Ceramics and Composites

Cite this