Influence of Patching on the Shear Failure of Reinforced Concrete Beam without Stirrup
Deteriorated concrete cover, e.g., spalling or delamination, especially when it occurs at the web of a reinforced concrete (RC) beam within the shear span, can reduce the shear capacity of the beam. Patching of this deteriorated area may be the best option to recover the shear capacity of the beam a...
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| Hauptverfasser: | , , |
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| Format: | Artigo |
| Sprache: | Inglês |
| Veröffentlicht: |
MDPI AG
2021-06-01
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| Schriftenreihe: | Infrastructures |
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| Online-Zugang: | https://www.mdpi.com/2412-3811/6/7/97 |
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