Homogenised constitutive model coupling damage and debonding for reinforced concrete structures under cyclic solicitations

François Voldoire 1 Christelle Combescure 2 Hélène Dumontet 3
1 EDF - EDF
2 LMS - Laboratoire de mécanique des solides
3 DALEMBERT - Institut Jean Le Rond d'Alembert
Abstract : A new stress resultant constitutive model for reinforced concrete plates under cyclic solicitations is presented. This model is built by the periodic homogenisation approach using the averaging method and couples damage of concrete and periodic debonding between concrete and steel rebar. In one-dimensional situations, we derive a closed-form solution of the local problem useful to verify and set up the plate problem. The one dimensional macroscopic constitutive model involves a limited number of parameters, the sensibility of which is studied. Comparison to experimental results underlines the pertinence of the model by considering internal debonding in order to properly represent the mechanical dissipation occurring during cyclic loadings on reinforced concrete panels.
Keywords : Damage Debonding Plate Periodic homogenisation Cyclic loading Constitutive model Reinforced concrete
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Article dans une revue
International Journal of Solids and Structures, Elsevier, 2013, 50 (24), pp.3861-3874. 〈10.1016/j.ijsolstr.2013.07.021〉
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Soumis le : lundi 4 décembre 2017 - 14:54:57
Dernière modification le : vendredi 31 août 2018 - 09:25:43

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François Voldoire, Christelle Combescure, Hélène Dumontet. Homogenised constitutive model coupling damage and debonding for reinforced concrete structures under cyclic solicitations. International Journal of Solids and Structures, Elsevier, 2013, 50 (24), pp.3861-3874. 〈10.1016/j.ijsolstr.2013.07.021〉. 〈hal-01634204〉

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