Steel reinforcement corrosion in concrete under combined actions: The role of freeze-thaw cycles, chloride ingress, and surface impregnation

Author:

Zhang Peng,Cong Yuan,Vogel Michael,Liu Zhaolin,Müller Harald S.,Zhu Yaguang,Zhao Tiejun

Funder

National Natural Science Foundation of China

National Basic Research Program

The China Scholarship Council

Publisher

Elsevier BV

Subject

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

Reference42 articles.

1. American Society of Civil Engineers, 2013 Report Card for America’s Infrastructure, 2013, www.infrastructurereportcard.org.

2. Assessment of the sustainability potential of concrete and concrete structures considering their environmental impact, performance and lifetime;Müller;Constr. Build. Mater.,2014

3. Experimental study of the modulus of steel corrosion in a concrete port;Zhao;Corros. Sci.,2012

4. M. Leivo, E. Sistonen, F. Al-Neshawy, J. Piironen, H. Kuosa, E. Holt, R. Koskinen, C. Nordqvist, Effect of interacted deterioration parameters on service life of concrete structures in cold environments: laboratory results 2009–2010, VTT Research Report. VTT-R-04799-11, 2011.

5. The influence of the freeze-thaw loading cycle on the ingress of chlorides in concrete;Ferreira,2016

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