Corrosion induced stress field and cracking time of reinforced concrete with initial defects: Analytical modeling and experimental investigation-Reference-Cited by-同舟云学术

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Corrosion induced stress field and cracking time of reinforced concrete with initial defects: Analytical modeling and experimental investigation

Published:2017-05 Issue: Volume:120 Page:158-170
ISSN:0010-938X
Container-title:Corrosion Science
language:en
Short-container-title:Corrosion Science

Author:

Zhang Xiaogang,Li Minhui,Tang Luping,Memon Shazim Ali,Ma Guojun,Xing Feng,Sun Hongfang

Funder

National Natural Science Foundation of China

EU project DOSECOPS

Natural Science Foundation of SZU

Publisher

Elsevier BV

Subject

General Materials Science,General Chemical Engineering,General Chemistry

Reference56 articles.

1. In situ 3D monitoring of corrosion on carbon steel and ferritic stainless steel embedded in cement paste;Itty;Corros. Sci.,2014

2. Use of a 3D optical measurement technique for stochastic corrosion pattern analysis of reinforcing bars subjected to accelerated corrosion;Kashani;Corros. Sci.,2013

3. Chloride-induced corrosion of steel reinforcement – mechanical performance and pit depth analysis;Apostolopoulos;Constr. Build. Mater.,2013

4. A review and comparative analysis of corrosion-induced time to first crack models;Reale;Constr. Build. Mater.,2012

5. Prediction of concrete crack width under combined reinforcement corrosion and applied load;Li;J. Eng. Mech.-ASCE,2011

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