Shear design of FRP reinforced concrete beams without transverse reinforcement
- 1 February 2014
- journal article
- research article
- Published by Elsevier in Composites Part B: Engineering
- Vol. 57, 228-241
- https://doi.org/10.1016/j.compositesb.2013.10.005
Abstract
No abstract availableKeywords
This publication has 21 references indexed in Scilit:
- Revisiting the shear design equations for concrete beams reinforced with FRP rebar and stirrupMaterials and Structures, 2012
- Prediction of shear strength of FRP-reinforced concrete beams without stirrups based on genetic programmingAdvances in Engineering Software, 2011
- Experimental investigation on the effect of longitudinal reinforcement on shear strength of fibre reinforced polymer reinforced concrete beamsCanadian Journal of Civil Engineering, 2011
- Simple Plastic Model for Shear Critical SFRC BeamsJournal of Structural Engineering, 2010
- Shear Performance of RC Bridge Girders Reinforced with Carbon FRP StirrupsJournal of Bridge Engineering, 2010
- An experimental study of the flexural behaviour of GFRP RC beams and comparison with prediction modelsComposite Structures, 2009
- Assessment of Eurocode-like design equations for the shear capacity of FRP RC membersComposites Part B: Engineering, 2008
- Concrete Contribution to the Shear Resistance of Fiber Reinforced Polymer Reinforced Concrete MembersJournal of Composites for Construction, 2004
- Shear Strength of Normal Strength Concrete Beams Reinforced with Deformed GFRP BarsJournal of Composites for Construction, 2001
- Diagonal Shear Failure and Size Effect in RC Beams without Web ReinforcementJournal of Structural Engineering, 2001