Model coupling friction and adhesion for steel concrete interfaces

Abstract : The interface behaviour between steel and concrete, during pull-out tests, is numerically investigated using an interface model coupling adhesion and Coulomb friction. This model, first developed by Raous, Cangémi, Cocou and Monerie (RCCM), is based on the adhesion intensity variable, introduced by Frémond, which is a surface damage variable. The RCCM model is here completed by taking a variable friction coefficient to simulate the slip weakening of the interface when sliding occurs. Identification of the parameters and validation of the model are carried on pull out experiments conducted at the INSA of Toulouse on steel-concrete interface of reinforced concrete.
Type de document :
Article dans une revue
International Journal of Computer Applications in Technology, Inderscience, 2009, 34 (1), pp.42-51. <10.1504/IJCAT.2009.022701>
Liste complète des métadonnées


https://hal.archives-ouvertes.fr/hal-00462177
Contributeur : Michel Raous <>
Soumis le : lundi 8 mars 2010 - 17:33:54
Dernière modification le : mardi 5 avril 2016 - 01:04:38
Document(s) archivé(s) le : vendredi 18 juin 2010 - 20:54:45

Fichiers

HAL_ArticleRaous_29sept06.pdf
Fichiers produits par l'(les) auteur(s)

Identifiants

Citation

Michel Raous, M'Hamed Ali Karray. Model coupling friction and adhesion for steel concrete interfaces. International Journal of Computer Applications in Technology, Inderscience, 2009, 34 (1), pp.42-51. <10.1504/IJCAT.2009.022701>. <hal-00462177>

Partager

Métriques

Consultations de
la notice

111

Téléchargements du document

1073