Bond performance of marine concrete with nano-particles to steel bars under the action of both Cl− erosion and freeze-thaw cycles-Reference-Cited by-同舟云学术

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Bond performance of marine concrete with nano-particles to steel bars under the action of both Cl− erosion and freeze-thaw cycles

Published:2024-10 Issue: Volume:95 Page:110105
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Yang Haixu,Liu Ke,Zhang Maohua^ORCID,Sun Shanghui,Li Tao

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference43 articles.

1. Durability of concrete-fifty years of progress;Mehta;Spec. Publ.,1991

2. Analyzing Crack Width to Predict Corrosion in Reinforced Concrete;Vidal,2008

3. Corrosion of steel fibre reinforced concrete from the cracks;Granja;Cement Concr. Res.,2005

4. Influence of calcium nitrite inhibitor and crack width on corrosion of steel in high performance concrete subjected to a simulated marine environment;Montes;Cement Concr. Compos.,2004

5. Experimental study on bond anchorage performance of reinforced concrete;Xu;J. Build. Struct.,1994

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1. Study on the Durability of High-Content Oil Shale Concrete;Buildings;2024-08-19

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