A Simplified Empirical Model for Predicting Residual Flexural Capacity of Corroded Prestressed Concrete Beams
Prestressed concrete (PSC) beams are widely used in critical infrastructure but are highly susceptible to corrosion in aggressive environments, which can significantly compromise their structural performance. Accurate prediction of residual flexural capacity is crucial for evaluating the safety and...
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| Autori principali: | , , , |
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| Natura: | Artigo |
| Lingua: | Inglês |
| Pubblicazione: |
MDPI AG
2025-11-01
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| Serie: | Buildings |
| Soggetti: | |
| Accesso online: | https://www.mdpi.com/2075-5309/15/23/4310 |
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