The Effect of Crack Width on Chloride-Induced Corrosion of Steel in Concrete
When subjected to loading or thermal shrinkage, reinforced concrete structures usually behave in a cracking state, which raises the risk of bar corrosion from the working environment. The influence of cover cracking on chloride-induced corrosion was experimentally investigated through a 654-day labo...
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| Hlavní autoři: | , , |
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| Médium: | Artigo |
| Jazyk: | Inglês |
| Vydáno: |
Wiley
2017-01-01
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| Edice: | Advances in Materials Science and Engineering |
| On-line přístup: | http://dx.doi.org/10.1155/2017/3968578 |
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