Effect of beam size and FRP thickness on interfacial shear stress concentration and failure mode of FRP-strengthened beams
Author:
Publisher
Elsevier BV
Subject
General Engineering,Ceramics and Composites
Reference18 articles.
1. Strengthening of strutures with advanced composites;Meier,1993
2. Failure behaviour of precracked concrete beams retrofitted with FRP;Buyukozturk;J Compos Constr,1998
3. An experimental study of the influence of plate end anchorage of carbon fibre composite plates used to strengthen reinforced concrete beams;Garden;Compos Struct,1998
4. Concrete beams strengthened with externally bonded FRP plates;Rahimi;J Compos Constr,2001
5. Interfacial shear stress concentration in FRP-strengthened beams;Maalej;Compos Struct,2002
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