Computers and Concrete
Volume 18, Number 3, 2016, pages 421-439
DOI: 10.12989/cac.2016.18.3.421
Experimental and numerical analysis of corrosion-induced cover cracking in reinforced concrete sample
Benjamin Richard, Marc Quiertant, Véronique Bouteiller, Arnaud Delaplace, Lucas Adelaide, Frédéric Ragueneau and Christian Cremona
Abstract
Corrosion of embedded reinforcing bars is recognized as being the major cause of deterioration of reinforced concrete structures. With regard to maintenance strategies of concrete nuclear structures, the
monitoring of cracking remains of primary importance. Recently, authors have developed a post-treatment
technique to extract crack features from continuous computations. In this paper, such technique is applied to
carry out a numerical analysis of an accelerated corrosion test. Obtained results allow highlighting specific propagation and failure mechanisms that characterize corrosion-induced cracking.
Key Words
discrete elements; finite elements; damage mechanics; multi-scale modelling; corrosion
Address
Benjamin Richard: CEA, DEN, DANS, DM2S, SEMT, Laboratoire d\'Etudes Mécaniques et Sismiques, F-91191 Gif sur Yvette, France
Marc Quiertant, Véronique Bouteiller and Lucas Adelaide: Université Paris-Est, IFSTTAR, Département Matériaux et structures, 14-20 boulevard Newton, 77447 Marne-la-Vallée Cedex 2, France
Arnaud Delaplace: Lafarge Centre de Recherche - Mécanique et Modes Constructifs, 95 Rue du Montmurier, 38291 Saint Quentin Fallavier, France
Frédéric Ragueneau: LMT/ENS Cachan/CNRS/Univ. Paris 6/PRES UniverSud 61 Avenue du PresidentWilson, 94230 Cachan, France
Christian Cremona: Bouygues Construction, Guyancourt, Île-de-France, France