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Analysis on Flexural Performance of Prestressed Steel-Reinforced UHPC Beams

The flexural performance of prestressed steel-reinforced ultra-high-performance concrete (UHPC) beams was investigated through finite element (FE) modeling and nonlinear numerical analysis. Two FE models were established for prestressed steel-reinforced concrete beams and prestressed UHPC beams, res...

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Principais autores: Ye Zhu, Tianyu Shi, Yanzhu Zhu, Zhiyu Zhu, Kun Wang
Format: Artigo
Sprog:Inglês
Udgivet: MDPI AG 2024-12-01
Serier:Buildings
Fag:
prestressed beams
ultra-high-performance concrete (UHPC)
finite element analysis
flexural capacity
nonlinear analysis
Online adgang:https://www.mdpi.com/2075-5309/14/12/4029
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