Service life prediction of repaired concrete structures under chloride environment using finite difference method

Author:

Song Ha-Won,Shim Hyun-Bo,Petcherdchoo Aruz,Park Sun-Kyu

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction

Reference28 articles.

1. A micro-mechanics based corrosion model for the prediction of service life in reinforced concrete structures;Song;Int J Electrochem Sci,2007

2. CBI, LIT, VUAB, SNRA, BV, NCC, SIKA, IETcc, GEOCISA, BRE, TRL, NCP WP 2.3 Final report on the evaluation of alternative repair and upgrading options, REHABCON: strategy for maintenance and rehabilitation in concrete structures, EC Innovation and SME programme project no. IPS-2000-0063, Department of Building Materials, LIT, Lund, Sweden, 2004.

3. Chloride-induced corrosion of reinforced concrete bridge decks;Kassir;Cem Concr Res,2002

4. Song H-W, Pack S-W, Moon J-S. Durability evaluation of concrete structures exposed to marine environment focusing on a chloride build-up on concrete surface. In: Proceeding of the international workshop on life cycle management of coastal concrete structures, Nagaoka, Japan, 2006.

5. Corrosion inhibitors and other protective systems in concrete repair: concepts or misconcepts;Vaysburd;Cem Concr Compos,2004

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