Efficiency of CFRP NSM strips and EBR plates for flexural strengthening of RC beams and loading pattern influence
- 1 June 2015
- journal article
- Published by Elsevier BV in Composite Structures
- Vol. 124, 163-175
- https://doi.org/10.1016/j.compstruct.2014.12.046
Abstract
No abstract availableKeywords
This publication has 17 references indexed in Scilit:
- An experimental study of different factors affecting the bond of NSM FRP bars in concreteComposite Structures, 2013
- Bond behavior of FRP NSM systems in concrete elementsComposites Part B: Engineering, 2011
- Evaluation of Bond Strength in Concrete Elements Externally Reinforced with CFRP Sheets and Anchoring DevicesJournal of Composites for Construction, 2010
- Experimental performances of RC beams strengthened with FRP materialsConstruction and Building Materials, 2010
- FRP Debonding from Concrete Beams under Various Load UniformitiesAdvances in Structural Engineering, 2009
- Experimental Tests on Intermediate Crack Debonding Failure in FRP — Strengthened RC BeamsAdvances in Structural Engineering, 2009
- Near-surface mounted FRP reinforcement: An emerging technique for strengthening structuresComposites Part B: Engineering, 2007
- Plate end debonding in FRP-plated RC beams—II: Strength modelEngineering Structures, 2007
- Prestress model for shear deformation debonding of FRP- and steel-plated RC beamsMagazine of Concrete Research, 2004
- FRP-strengthened RC beams. I: review of debonding strength modelsEngineering Structures, 2001