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Experimental and theoretical study on flexural performance of concrete beams strengthened by unbonded prestressed ultra-high performance concrete layer

Abstract Ultra High Performance Concrete (UHPC) has the advantages of high strength and good durability. The new technology of unbonded prestressed UHPC to strengthen ordinary concrete beams can give full play to the performance of prestressed “high efficiency” and UHPC “light durability”. In this p...

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Autori principali: Fan Feng, Pan Zuanfeng, Pan Hongcai
Natura: Artigo
Lingua:Inglês
Pubblicazione: Nature Portfolio 2025-07-01
Serie:Scientific Reports
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Accesso online:https://doi.org/10.1038/s41598-025-03218-x
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