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Flexural behavior of UHPCbeam reinforced with steel-FRP composite bars

This paper numerically investigates flexural performance of Ultra-High Performance Concrete (UHPC) beam reinforced with Steel-Fibre-Reinforced Polymer (FRP) Composite Bars (SFCBs) in terms of flexural stiffness, moment capacity, deflection, ductility and energy dissipation. The effect of various par...

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Bibliografiset tiedot
Päätekijät: Ebrahim M.A. Abbas, Yue Ge, Zhiwen Zhang, Yiwen Chen, Ashraf Ashour, Wenjie Ge, Rong Tang, Zhongping Yang, Ebrahim Y. Khailah, Shan Yao, Chuanzhi Sun
Aineistotyyppi: Artigo
Kieli:Inglês
Julkaistu: Elsevier 2022-06-01
Sarja:Case Studies in Construction Materials
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Linkit:http://www.sciencedirect.com/science/article/pii/S221450952200242X
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