Bending performance of SFCBs reinforced UHPC beams prestressed with FRP bars

This study investigates the bending performance of ultra-high-performance concrete (UHPC) beams reinforced with non-prestressed steel-FRP composite bars (SFCBs) and prestressed fiber-reinforced polymer (FRP) bars. The finite element software ABAQUS is used to simulate the strain behaviors of materia...

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Bibliographic Details
Main Authors: Wenjie Ge, Feng Zhang, Subedi Sushant, Ashraf Ashour, Kangbao Chen, Shihu Fu, Linfeng Qiu, Laiyong Luo, Dafu Cao
Format: Article
Language:English
Published: Elsevier 2025-07-01
Series:Case Studies in Construction Materials
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S221450952401324X