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Experimental Study on Shear Performance of Concrete Beams Reinforced with Externally Unbonded Prestressed CFRP Tendons

To investigate the reinforcing effect of externally prestressed carbon-fiber-reinforced polymer (CFRP) tendons on the shear performance of reinforced concrete beams, a set of model tests was designed. Static load comparative tests were conducted on one original beam and four reinforced beams to expe...

Ausführliche Beschreibung

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Bibliografische Detailangaben
Hauptverfasser: Hetao Qi, Haozhe Jiang, Bing Wang, Ping Zhuge
Format: Artigo
Sprache:Inglês
Veröffentlicht: MDPI AG 2024-02-01
Schriftenreihe:Fibers
Schlagworte:
Online-Zugang:https://www.mdpi.com/2079-6439/12/3/23
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