Predicting the bond-slip relationship between concrete and CFRP using anchoring holes technique

This study investigated the influence of special anchoring holes on the bond-slip behavior between CFRP composites and concrete. For this purpose, one hundred and forty-four concrete prisms (200 × 200 × 200 mm) were casted with different concrete compressive strength (20 MPa, 30 MPa, 40 MPa), holes...

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Bibliographic Details
Main Authors: Rajai Z. Al-Rousan, Ahmad M. Abu-Elhija
Format: Article
Language:English
Published: Elsevier 2020-12-01
Series:Case Studies in Construction Materials
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2214509520301340