Experimental study of external bonded CFRP-concrete interface under low cycle fatigue loading

Volume: 177, Pages: 107255 - 107255
Published: Nov 1, 2019
Abstract
The main problem with carbon fibre reinforced polymers (CFRPs) in reinforcement is the bonding of the reinforcement to the concrete because the failure generally occurs by debonding. In the case of seismic loading, a high level of stress with cyclic loading may appear in the adhesive zone that's why this study focuses on the low-cycle fatigue of a concrete/CFRP interface under a high level of shear stress. It focuses on the influence of the...
Paper Details
Title
Experimental study of external bonded CFRP-concrete interface under low cycle fatigue loading
DOI
Published Date
Nov 1, 2019
Journal
Volume
177
Pages
107255 - 107255
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