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                <forename type="first">Jean-Luc</forename>
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            <idno type="halRefHtml">&lt;i&gt;Revue Européenne de Mécanique Numérique/European Journal of Computational Mechanics&lt;/i&gt;, 2007, 16 (6-7), pp.845 - 863. &lt;a target="_blank" href="https://dx.doi.org/10.3166/remn.16.845-863"&gt;&amp;#x27E8;10.3166/remn.16.845-863&amp;#x27E9;&lt;/a&gt;</idno>
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                <title xml:lang="fr">Simulation numérique de la propagation de fissure dans les superalliages monocristallins: Simulation numérique de la propagation de fissure dans les monocristaux</title>
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                <term xml:lang="en">fatigue</term>
                <term xml:lang="en">crack growth</term>
                <term xml:lang="en">cohesive zone elements</term>
                <term xml:lang="en">finite element method</term>
                <term xml:lang="fr">propagation de fissure</term>
                <term xml:lang="fr">éléments cohésifs</term>
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              <p>In this study, a numerical method is developped to simulate fatigue crack growth. This method is based on a numerical coupled analysis using a cohesive zone modelling under cyclic loading in order to develop a coupled predictive approach of the crack growth. First, we present this damage law, then its validation by a convergence study of the solution with mesh size. We apply this model to the crack growth calculations in the case of a smooth specimen with a precracking made with a single crystal superalloy. Finally, we define the method to calibrate the cohesive zone model parameters on the base of experimental tests performed in pur fatigue regime.</p>
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              <p>’objet de cette étude est de développer une méthodologie de simulation numérique de propagation de fissure par fatigue, en appliquant une approche couplée. On s’intéresse plus particulièrement à l’utilisation d’éléments d’interface cohésifs, avec une loi de comportement spécifique, afin de simuler, sans discontinuité, et avec un caractère prédictif l’avancée d’une fissure. Nous présentons, tout d’abord, le modèle d’endommagement utilise que nous validons par la suite grâce à une étude de convergence de la solution avec la taille de maille. Nous appliquons le modèle développé au cas d’une éprouvette préfissurée en superalliages monocristallin. Enfin, nous définissons la méthode d’identification des paramètres du modèle de zone cohésive sur la base des essais de propagation de fissure conduits en régime de fatigue pure. </p>
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