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Reliability of Structures During Random Loadings

[+] Author Affiliations
Joseph Zarka, Habib Karaouni

Ecole Polytechnique, Palaiseau Cedex, France

Paper No. ICONE10-22028, pp. 11-18; 8 pages
doi:10.1115/ICONE10-22028
From:
  • 10th International Conference on Nuclear Engineering
  • 10th International Conference on Nuclear Engineering, Volume 2
  • Arlington, Virginia, USA, April 14–18, 2002
  • Conference Sponsors: Nuclear Engineering Division
  • ISBN: 0-7918-3596-0 | eISBN: 0-7918-3589-8
  • Copyright © 2002 by ASME

abstract

A new framework for fatigue analysis and reliability of structures has been built which allows The analyis to be reduced to the analysis on a 2-D window with a Characterized radial cyclic loading . It is given one description for the smooth specimen and any general structure with any loading conditions; simplified analysis of inelastic structures and simple rules for damage and accumulation are taken but the results are coupled with results from returns on real structures.

Copyright © 2002 by ASME
Topics: Reliability

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