Reinforced concrete in marine environment: Effect of wetting and drying cycles, height and positioning in relation to the sea shore
Authors:
- M.H.F. MedeirosM.H.F. Medeiros
- A. GobbiAGA. Gobbi
- G.C. RéusGRG.C. Réus
- P. HelenePHP. Helene
- 1 July 2013
- journal article
- research article
- Published by Elsevier in Construction and Building Materials
- Vol. 44, 452-457
Abstract
No abstract availableKeywords
This publication has 12 references indexed in Scilit:
- Predicting the service-life of concrete structures – Limitations of simplified modelsCement and Concrete Composites, 2009
- Influence of the slice position on chloride migration tests for concrete in marine conditionsMarine Structures, 2009
- Surface treatment of reinforced concrete in marine environment: Influence on chloride diffusion coefficient and capillary water absorptionConstruction and Building Materials, 2009
- Prediction of time to crack initiation in reinforced concrete exposed to chlorideConstruction and Building Materials, 2008
- Coupled reliability model of biodeterioration, chloride ingress and cracking for reinforced concrete structuresStructural Safety, 2008
- Factors influencing chloride transport in concrete structures exposed to marine environmentsCement and Concrete Composites, 2008
- Chloride penetration into concrete structures in the marine atmosphere zone – Relationship between deposition of chlorides on the wet candle and chlorides accumulated into concreteCement and Concrete Composites, 2007
- Chloride penetration in RC-structures in marine environment – Long term assessment of a preventive hydrophobic treatmentConstruction and Building Materials, 2007
- Predicting the remaining service life of land concrete by steel corrosionCement and Concrete Research, 2003
- Calculation of chloride diffusion coefficients in concrete from ionic migration measurementsCement and Concrete Research, 1993