1. Work completed
As we were unable to implement the "stationary" method, we turned to validating the local elastoplastic approach on a single notch, in the case of 20MV6 steel, which had already been fatigue characterized in previous studies
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Work completed
References
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(1) - HUTHER (I.) - Comportement en fatigue des assemblages vissés - . Rapport Cetim 1C0230 (1999).
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(2) - FLAVENOT (J.F.), HUTHER (I.), BLONDEL (V.) - Assemblages vissés sollicités en fatigue, application aux fonds de vérins haute pression - . Rapport Cetim 1C0231 (2001).
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(3)...
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