PREDICTION OF CHLORIDE INGRESS IN STEEL FIBRE REINFORCED CONCRETE UNDER BENDING LOAD
Chloride induced corrosion is an important reason for the deterioration of reinforced concrete structures. The chloride transport properties of steel fibre reinforced concrete (SFRC) coupled with and without bending load (stress level of 0.5) were investigated through bulk diffusion test. A predicti...
| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
University of Chemistry and Technology, Prague
2017-12-01
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| Series: | Ceramics-Silikáty |
| Subjects: | |
| Online Access: |
http://www.ceramics-silikaty.cz/index.php?page=cs_detail_doi&id=1122
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