Simulation du contact dans les assemblages boulonnés fissurés

Authors

  • Hocine Kebir Dép. GSM, Laboratoire Roberval, UMR UTC-CNRS 6066 Université de Technologie de Compiègne B.P. 20529, F-60205 Compiègne
  • Jean-Marc Roelandt Dép. GSM, Laboratoire Roberval, UMR UTC-CNRS 6066 Université de Technologie de Compiègne B.P. 20529, F-60205 Compiègne
  • Jocelyn Gaudin EADS, Centre Commun de Recherches 12, rue Pasteur BP 76, F-92152 Suresnes cedex

Keywords:

boundary element method, contact, stress intensity factors

Abstract

The modelling of a bolted cracked joints requires an adapted method of representation of the fixations. Indeed, it is sometimes sufficient to respect the rate of effort transferred by the fixation. In other case, it is the local stress at the edge of the hole that wee need to know. In this last case, it is necessary to take into account the contact between the bolt and the plates as well as the contact of plates among them. The problem of the contact in the cracked assemblies is a 3D complex problem (bolt–plate contact, plate – plate side contact, bolt bending, bolt tightening…). We present in this article a 2D approach for solving this kind of problem. The rate of effort transferred by the fixation is respected and the stress field around the hole is well represented. The results of crack growth using the dual boundary element method coupled with the contact procedure are compared with the experimental results.

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Published

2001-08-22

How to Cite

Kebir, H., Roelandt, J.-M. ., & Gaudin, J. . (2001). Simulation du contact dans les assemblages boulonnés fissurés. European Journal of Computational Mechanics, 10(8), 881–905. Retrieved from https://journals.riverpublishers.com/index.php/EJCM/article/view/2679

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