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Finite element analysis of flexural behavior of UHPC-strengthened RC beams based on experimental calibration

Abstract To enhance the strengthening effectiveness of existing reinforced concrete (RC) beams and fully utilize the material properties of ultra-high performance concrete (UHPC), this study systematically investigates the flexural strengthening mechanism of UHPC layers through mechanical property t...

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Autori principali: Jiawei Wang, Zhongbin Li
Natura: Artigo
Lingua:Inglês
Pubblicazione: Nature Portfolio 2026-05-01
Serie:Scientific Reports
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Accesso online:https://doi.org/10.1038/s41598-026-50034-y
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