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...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
Elsevier
2020-12-01
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Series: | Case Studies in Construction Materials |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S2214509520301340 |