Chloride-induced corrosion of steel in cracked concrete—Part II: Corrosion rate prediction models-Reference-Cited by-同舟云学术

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Chloride-induced corrosion of steel in cracked concrete—Part II: Corrosion rate prediction models

Published:2016-01 Issue: Volume:79 Page:386-394
ISSN:0008-8846
Container-title:Cement and Concrete Research
language:en
Short-container-title:Cement and Concrete Research

Author:

Otieno M.,Beushausen H.,Alexander M.

Funder

University of Cape Town, the erstwhile Cement and Concrete Institute (C&CI)

National Research Foundation (NRF)

Sika (SA) Pty Ltd.

PPC Ltd

AfriSam

Tertiary Education Support Programme (TESP) of ESKOM

Water Research Commission (WRC)

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction

Reference35 articles.

1. Serviceability limit state criteria based on steel-concrete bond loss for corroded reinforced concrete in chloride environment;Zhang;Mater. Struct.,2009

2. Modelling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures;Liu;ACI Mater. J.,1998

3. A model for prediction of time from corrosion initiation to corrosion cracking;El Maaddawy;Cem. Concr. Compos.,2007

4. Reinforcement corrosion and the deflection of RC beams—an experimental critique of current test methods;Ballim;Cem. Concr. Compos.,2003

5. Behaviour of reinforced concrete beams under sustained service loads;Malumbela;Constr. Build. Mater.,2009

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1. Effects of Chloride, Humidity, and Concrete Mix on the Electrochemical Parameters of Steel Reinforcement Corrosion;Journal of Materials in Civil Engineering;2024-08

2. Thermodynamic model of life-cycle deterioration of seismic resistance for complex RC structures by coupling corrosion and cracking damage;Journal of Building Engineering;2024-06

3. Risk-based framework for post-earthquake monitoring and evaluation of reinforced concrete bridges subject to multiple hazards;Reliability Engineering & System Safety;2024-05

4. Corrosion Behavior of Coupled Steel Bars under Different Stress Levels in Simulated Concrete Pore Solutions;Journal of Materials in Civil Engineering;2024-04

5. Phase-field chemo-mechanical modelling of corrosion-induced cracking in reinforced concrete subjected to non-uniform chloride-induced corrosion;Theoretical and Applied Fracture Mechanics;2024-02

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