Macro-mechanical properties and fine scale damage mechanism of carbon fiber-modified recycled coarse aggregate concrete under sodium sulfate-dry-wet and freeze-thaw cycling coupling effects

Author:

Bai Weifeng,Wang Xiang,Yuan ChenyangORCID,Guan Junfeng,Cao Kelei,Xie Chaopeng

Funder

Henan Province Natural Science Foundation

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference61 articles.

1. An overview of study on recycled aggregate concrete in China (1996–2011);Xiao;Construct. Build. Mater.,2012

2. GB/T 50082-2009, Standard Test Method for Long-Term and Durability of Ordinary Concrete [S]..

3. Modeling of the internal damage of saturated cement paste due to ice crystallization pressure during freezing;Liu;Cement Concr. Compos.,2011

4. Freeze-thaw durability of recycled concrete containing ceramic aggregate;Medina;J. Clean. Prod.,2013

5. Analysis of concrete internal deterioration due to frost action;Wardeh;J. Build. Phys.,2011

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