Experimental and Numerical Study of Shear Interface Response of Hybrid Thin CFRP–Concrete Slabs

Experimental and Numerical Study of Shear Interface Response of Hybrid Thin CFRP–Concrete Slabs

Hybrid slabs made of carbon-fiber-reinforced polymer (CFRP) and concrete provide a solution that takes advantage of the strength properties of both materials. The performance of the system strongly depends on the CFRP–concrete interaction. This study investigates the shear behavior in the interface...

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Bibliographic Details
Main Authors: Amir Mahboob, Lluís Gil, Ernest Bernat-Maso, Amir Reza Eskenati
Format: Article
Language:English
Published: MDPI AG 2021-09-01
Series:Materials
Subjects:
CFRP
shear connection
hybrid slabs
experimental
numerical
Online Access:https://www.mdpi.com/1996-1944/14/18/5184

Internet

https://www.mdpi.com/1996-1944/14/18/5184

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