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