Externally bonded reinforcement in grooves (EBRIG) technique to postpone debonding of FRP sheets in strengthened concrete beams
Author:
Publisher
Elsevier BV
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Reference21 articles.
1. Brittle failure and bond development length of CFRP–concrete beams;Nguyen;J Compos Constr, ASCE,2001
2. Interface shear stress: a new design criterion for plate debonding;Mukhopadhyaya;J Compos Constr, ASCE,2001
3. Generic debonding resistance of EB and NSM plate-to-concrete joints;Seracino;J Compos Constr, ASCE,2007
4. Plate-concrete interfacial bond strength of FRP and metallic plated concrete specimens;Sharma;Composites Part B,2006
5. Modeling debonding failure in FRP flexurally strengthened RC members using a local deformation model;Smith;J Compos Constr, ASCE,2007
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