Corrosion behavior of reinforcement bars embedded in mortar specimens containing ladle furnace slag in partial substitution of aggregate and cement

Author:

Prieto M.I.,Cobo A.,Rodríguez A.,Calderón V.

Publisher

Elsevier BV

Subject

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

Reference34 articles.

1. EHE. Instrucción de Hormigón Estructural. Ministerio de Fomento. Madrid, Spain; 2008. p. 110–6.

2. Eurocode 2 – EN 1992. Design of concrete structures. Part 1.1: General rules and rules for buildings. 4. European Committee for Standardization, Brussels; 2004. p. 72–82.

3. ACI-318S-08. Building Code Requirements for Structural Concrete (ACI-318-08) and Commentary. American Concrete Institute, Farmington Hills, MI; 2008. p. 59–66.

4. CEB-FIB Model Code 1990. Comité Euro-International du Béton, Lausanne, Switzerland; 1993. p. 264–85.

5. “Corrosion Costs and preventive strategies in the United States” NACE, FHWA-RD-01-156, Houston, United States; 2002.

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