A highly efficient user-defined finite element for load distribution analysis of large-scale bolted composite structures

P. J. Gray, C. T. McCarthy

Research output: Contribution to journalArticlepeer-review

Abstract

This paper presents the development of a highly efficient user-defined finite element for modelling the bolt-load distribution in large-scale composite structures. The method is a combined analytical/numerical approach and is capable of representing the full non-linear load-displacement behaviour of bolted composite joints both up to, and including, joint failure. In the elastic range, the method is generic and is a numerical extension of a closed-form method capable of modelling the load distribution in single-column joints. A semi-empirical approach is used to model failure initiation and energy absorption in the joint and this has been successfully applied in models of single-bolt, single-lap joints. In terms of large-scale applications, the method is validated against an experimental study of complex load distributions in multi-row, multi-column joints. The method is robust, accurate and highly efficient, thus demonstrating its potential as a time/cost saving design tool for the aerospace industry and indeed other industries utilising bolted composite structures.

Original languageEnglish
Pages (from-to)1517-1527
Number of pages11
JournalComposites Science and Technology
Volume71
Issue number12
DOIs
Publication statusPublished - 19 Aug 2011

Keywords

  • A. Polymer-matrix composites (PMCs)
  • B. Non-linear behaviour
  • Bolted joints
  • C. Finite element analysis (FEA)

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