Experimental Study on the Flexural Resistance of Damaged Reinforced Concrete Beams Strengthened by Carbon Fiber Nets

To study the flexural performance of damaged reinforced concrete beams reinforced with carbon fiber nets (CFNs), seven beams were designed for a flexural test. The physical parameters, such as damage phenomena, characteristic load, deflection variation, concrete strain, reinforcement strain, and CFR...

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Bibliographic Details
Main Authors: Zhengqiang Zhong, Zhiyong Yang
Format: Article
Language:English
Published: MDPI AG 2025-06-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/15/12/2097
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