Laboratory studies on influence of transverse cracking on chloride-induced corrosion rate in concrete-Reference-Cited by-同舟云学术

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Laboratory studies on influence of transverse cracking on chloride-induced corrosion rate in concrete

Published:2016-05 Issue: Volume:69 Page:28-37
ISSN:0958-9465
Container-title:Cement and Concrete Composites
language:en
Short-container-title:Cement and Concrete Composites

Author:

Ji Yongsheng,Hu Yijie,Zhang Linglei,Bao Zhongzheng

Funder

Fundamental Research Funds for the Central Universities

National Science Foundation of China

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction

Reference25 articles.

1. Characterisation of chloride transport and reinforcement corrosion in concrete under cyclic wetting and drying by electrical resistivity;Polder;Cem. Concr. Compos.,2002

2. Probabilistic modeling of chloride-induced corrosion in concrete structures using first- and second-order reliability methods;Saassouh;Cem. Concr. Compos.,2012

3. Prediction of ductility factor of corroded reinforced concrete beams exposed to long term aging in chloride environment;Dang;Cem. Concr. Compos.,2014

4. Relationship between concrete resistivity and corrosion rate – A literature review;Hornbostel;Cem. Concr. Compos.,2013

5. Comparative studies of experimental and numerical techniques in measurement of corrosion rate and time-to-corrosion-initiation of rebar in concrete in marine environments;Valipour;Cem. Concr. Compos.,2014

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