Phase-field chemo-mechanical modelling of corrosion-induced cracking in reinforced concrete subjected to non-uniform chloride-induced corrosion

Author:

Korec Evžen,Jirásek Milan,Wong Hong S.,Martínez-Pañeda EmilioORCID

Funder

Centrum pokročilých aplikovaných přírodních věd

UK Research and Innovation

European Regional Development Fund

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Condensed Matter Physics,General Materials Science

Reference112 articles.

1. Fib Bulletin 59 - Condition Control and Assessment of Reinforced Concrete Structures Exposed To Corrosive Environments (Carbonation/Chlorides);Gehlen,2011

2. Development of an holistic approach to ensure the durability of new concrete construction;Jones;Br. Cem. Assoc. (BCA),1997

3. On the penetration of corrosion products from reinforcing steel into concrete due to chloride-induced corrosion;Wong;Corros. Sci.,2010

4. The effect of the steel–concrete interface on chloride-induced corrosion initiation in concrete: a critical review by RILEM TC 262-SCI;Angst;Mater. Struct.,2019

5. Numerical simulation of reinforced concrete deterioration—part 1: chloride diffusion;Hansen;Mater. J.,1999

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