Corrosion propagation in cracked reinforced concrete, toward determining residual service life-Reference-Cited by-同舟云学术

Corrosion propagation in cracked reinforced concrete, toward determining residual service life

Published:2019-04-10 Issue:6 Volume:20 Page:2183-2193
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Bezuidenhout Schalk R.¹,Zijl Gideon P.A.G.¹^ORCID

Affiliation:

1. Division of Structural Engineering and Civil Engineering Informatics Stellenbosch University Matieland South Africa

Funder

TCI

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.201800275

Reference24 articles.

1. Chloride ingress in cracked concrete: a laser induced breakdown spectroscopy (LIBS) study

2. Chloride ingress in cracked and uncracked SHCC under cyclic wetting-drying exposure

3. OtienoMB. The development of empirical chloride‐induced corrosion rate prediction models for cracked and uncracked steel reinforced concrete structures in the marine tidel zone [unpublished dissertation]. Cape Town South Africa: University of Cape Town;2014.

4. Experimental evaluation of the residual compression strength and ultimate strain of chloride corrosion-induced damaged concrete

5. Post-yield deformation parameters of reinforced concrete beam with corroded reinforcement

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