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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 83
PROCEEDINGS OF THE EIGHTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by: B.H.V. Topping, G. Montero and R. Montenegro
Paper 42
Probabilistic Assessment of Fatigue Life Using a Stress-Based Fatigue Criterion C. Schwob12, L. Chambon1, F. Ronde-Oustau2 and J.P. Bernadou3
1EADS Corporate Research Center, Suresnes, France
Full Bibliographic Reference for this paper
C. Schwob, L. Chambon, F. Ronde-Oustau, J.P. Bernadou, "Probabilistic Assessment of Fatigue Life Using a Stress-Based Fatigue Criterion", in B.H.V. Topping, G. Montero, R. Montenegro, (Editors), "Proceedings of the Eighth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 42, 2006. doi:10.4203/ccp.83.42
Keywords: probabilistic assessment, fatigue life, fatigue criterion, statistical evaluation.
Summary
Fatigue crack initiation is usually assessed through the use of stress criteria. We
denote, in a general way,
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The fatigue model used has been developed at the EADS CCR (EADS Corporate
Research Centre France). It is a non-local, multiaxial fatigue criterion, and it has
been shown to provide relatively robust estimates of the mean fatigue life for
various coupons geometry. Several factors contribute to the random output of a
fatigue test, but geometrical uncertainties, material variability and manufacturing
variability may be considered as major contributors for simple coupon tests. In our
study, as we mainly analyse simple material coupons, a single source of uncertainty
is considered, which could be labelled as the "material fatigue resistance" of the
material (denoted
The paper is organised as follows. In the first section, the formulation of our
proposed non-local criterion is briefly presented, together with a procedure to
determine the parameters of the criterion. In the next section, a procedure to
determine the statistical distribution of the material fatigue resistance
In the final section, the propagation of the uncertainties is performed by the use of a
Monte-Carlo related method, which needs very few computer resources, providing
us with probabilized References
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