Low-Velocity Impact-Load-Carrying Behavior of Reinforced Concrete Beams Strengthened in Flexure by Bonding a Carbon Fiber-Reinforced Polymer Sheet to the Tension-Side Surface

Currently, there are many infrastructures for which these design service lives are expired. These lifespans have been extended through retrofitting and strengthening. Usually, the existing reinforced concrete (RC) structures are strengthened by applying steel plate bonding and concrete enlargement m...

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Bibliographic Details
Main Authors: Tomoki Kawarai, Masato Komuro, Norimitsu Kishi
Format: Article
Language:English
Published: MDPI AG 2025-05-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/15/10/1713
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