Concrete beams with externally bonded flexural FRP-reinforcement: analytical investigation of debonding failure
Authors:
- Ninoslav PešićNPNinoslav Pešić
- Kypros PilakoutasKPKypros Pilakoutas
- 1 June 2003
- journal article
- Published by Elsevier in Composites Part B: Engineering
- Vol. 34 (4) , 327-338
Abstract
No abstract availableThis publication has 19 references indexed in Scilit:
- Nonlinear analysis of RC beams based on moment–curvature relationComputers & Structures, 2002
- Interfacial stresses in reinforced concrete beams bonded with a soffit plate: a finite element studyConstruction and Building Materials, 2002
- Mechanics of bonds in an FRP bonded concrete beamComposites Part B: Engineering, 2001
- Interfacial stresses in plated beamsEngineering Structures, 2001
- Behavior of CFRPC strengthened reinforced concrete beams with varying degrees of strengtheningComposites Part B: Engineering, 2000
- An experimental study of the anchorage length of carbon fibre composite plates used to strengthen reinforced concrete beamsConstruction and Building Materials, 1998
- Experimental and analytical investigation of FRP strengthened beam response: Part IMagazine of Concrete Research, 1996
- Strengthening of RC beams with epoxy-bonded fibre-composite materialsMaterials and Structures, 1992
- Shear and Normal Stresses in Adhesive JointsJournal of Engineering Mechanics, 1989
- THEORETICAL STUDY OF THE BEHAVIOUR OF REINFORCED CONCRETE BEAMS STRENG -THENED BY EXTERNALLY BONDED STEEL PLATES.Proceedings of the Institution of Civil Engineers, 1989