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An isotropic unilateral damage model coupled with frictional sliding for quasi-brittle materials
Affiliation:1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, China;2. Univ. Lille, CNRS, Centrale Lille, UMR 9013 - LaMcube - Laboratoire de mécanique multiphysique et multiéchelle, Lille F-59000, France;1. Laboratory of Mechanics of Lille, UMR CNRS 8107, University of Lille, 59655 Villeneuve d’Ascq, France;2. GeoRessources Laboratory, UMR CNRS 7359, University of Lorraine, 54501 Vandoeuvre-lès-Nancy, France
Abstract:
In this paper, we present an original extension of an isotropic damage model for quasi-brittle materials and assess its predictive capabilities. The proposed model accounts not only for unilateral behavior related to the opening and closure of microcracks but also for inelastic strains reflecting the frictional sliding along closed microcracks. More importantly, owing to its careful mathematical formulation with a particular attention paid to the continuous differentiability of the underlined thermodynamic potential, the model ensures the continuity of the inelastic stress–strain response. First applications show that it is able to predict the asymmetric behavior and hysteretic response of microcracked materials such as concrete and some rocks
Keywords:Damage  Inelasticity  Unilateral effect  Frictional microcracks  Quasi-brittle materials
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