AgNO3 spray tests: advantages, weaknesses, and various applications to quantify chloride ingress into concrete. Part 1: Non-steady-state diffusion tests and exposure to natural conditions

Author:

Baroghel-Bouny Véronique,Belin Patrick,Maultzsch Matthias,Henry Dominique

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference55 articles.

1. Baroghel-Bouny V et al (2004) Concrete design for structures with predefined service life – durability management with regards to reinforcement corrosion and alkali–silica reaction. State-of-the-art and guide for the implementation of a performance-type and predictive approach based upon durability indicators. Doc Scien & Techn de l’Assoc Française de Génie Civil, AFGC, Bagneux, 252 pp

2. Alonso C, Andrade C, Castellote M, Castro P (2000) Chloride threshold values to depassivate reinforcing bars embedded in a standardized OPC mortar. Cem Con Res 30:1047–1055

3. Tuutti K (1982) Corrosion of steel in concrete. Report 4.82, Swedish Cem. and Conc. Res. Inst. (CBI), Stockholm, Sweden

4. Baroghel-Bouny V (2006) Evaluation and prediction of reinforced concrete durability by means of durability indicators. Part I: New performance-based approach. In: Kovler K (ed) Proceedings of international RILEM-JCI seminar on concrete durability and service life planning “ConcreteLife’06”, March 14–16, 2006, Ein-Bokek, Dead Sea, Israel. RILEM Publications, Bagneux, PRO 46, pp 259–269

5. Baroghel-Bouny V, Nguyen T-Q, Thiery M, Dangla P, Belin P (2006) Evaluation and prediction of reinforced concrete durability by means of durability indicators. Part II: Multi-level predictive modelling. In: Kovler K (ed) Proceedings of international RILEM-JCI seminar on concrete durability and service life planning “ConcreteLife’06”, March 14–16, 2006, Ein-Bokek, Dead Sea, Israel. RILEM Publications, Bagneux, PRO 46, pp 270–280

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