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An Anchoring Groove Technique to Enhance the Bond Behavior between Heat-Damaged Concrete and CFRP Composites

This experimental study was conducted to evaluate the effectiveness of using carbon fiber-reinforced polymer (CFRP) composites with special anchoring grooves, specifically in terms of the ability of the concrete–CFRP bond to withstand elevated temperatures. The obtained findings of this experiment c...

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Detalles Bibliográficos
Principais autores: Rajai Al-Rousan, Mohammad AL-Tahat
Formato: Artigo
Idioma:Inglês
Publicado: MDPI AG 2020-12-01
Series:Buildings
Assuntos:
Acceso en liña:https://www.mdpi.com/2075-5309/10/12/232
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