Strengthening of RC beams with rectangular web openings using externally bonded FRP: Numerical simulation
Authors:
- X.F. NieXNX.F. Nie
- S.S. ZhangS.S. Zhang
- G.M. ChenGCG.M. Chen
- T. YuT. Yu
- 1 September 2020
- journal article
- research article
- Published by Elsevier in Composite Structures
- Vol. 248
Abstract
No abstract availableKeywords
Funding Information
- Research Grants Council, University Grants Committee
- National Natural Science Foundation of China
This publication has 21 references indexed in Scilit:
- On the finite element modelling of RC beams shear-strengthened with FRPConstruction and Building Materials, 2012
- Behavior of Concrete Beams with Short Shear Span and Web Opening Strengthened in Shear with CFRP CompositesJournal of Composites for Construction, 2012
- Strengthening R/C beams with opening by externally installed FRP rods: Behavior and analysisComposite Structures, 2010
- FRP composites for shear strengthening of reinforced concrete deep beams with openingsComposite Structures, 2009
- Bond–slip models for FRP sheets/plates bonded to concreteEngineering Structures, 2005
- Shear Capacity of Fiber-Reinforced Polymer-Strengthened Reinforced Concrete Beams: Fiber Reinforced Polymer RuptureJournal of Structural Engineering, 2003
- Design against cracking at openings in reinforced concrete beams strengthened with composite sheetsComposite Structures, 2003
- Effect of openings on the behaviour and strength of R/C beams in shearCement and Concrete Composites, 1998
- Numerical simulations of fast crack growth in brittle solidsJournal of the Mechanics and Physics of Solids, 1994
- Static Response of Prestressed Girders with OpeningsJournal of Structural Engineering, 1992