Flexural behavior of reinforced concrete (RC) beams retrofitted with hybrid fiber reinforced polymers (FRPs) under sustaining loads
- 31 January 2011
- journal article
- Published by Elsevier BV in Composite Structures
- Vol. 93 (2), 802-811
- https://doi.org/10.1016/j.compstruct.2010.07.013
Abstract
No abstract availableKeywords
This publication has 16 references indexed in Scilit:
- Mechanisms of Shear Resistance of Concrete Beams Strengthened in Shear with Externally Bonded FRPJournal of Composites for Construction, 2008
- Shear capacity of precracked and non-precracked reinforced concrete shear beams with externally bonded bi-directional CFRP stripsConstruction and Building Materials, 2008
- The problem of shear in RC beams strengthened with CFRP laminatesConstruction and Building Materials, 2007
- Experimental study and analysis of RC beams strengthened with CFRP laminates under sustaining loadInternational Journal of Solids and Structures, 2006
- Innovative externally bonded FRP/concrete hybrid flexural membersComposite Structures, 2006
- Experimental investigation into flexural retrofitting of reinforced concrete bridge beams using FRP compositesComposite Structures, 2004
- Flexural strengthening of RC continuous beams using CFRP laminatesCement and Concrete Composites, 2004
- Behavior of full-scale reinforced concrete beams retrofitted for shear and flexural with FRP laminatesComposites Part B: Engineering, 2000
- Flexural strengthening of concrete beams using externally bonded composite materialsConstruction and Building Materials, 1994
- RC Beams Strengthened with GFRP Plates. I: Experimental StudyJournal of Structural Engineering, 1991