Influence of elevated temperatures on the bond behaviour of ribbed GFRP bars in concrete
Authors:
- Inês C. RosaIRInês C. Rosa
- João P. FirmoJFJoão P. Firmo
- João R. CorreiaJCJoão R. Correia
- Pietro MazzucaPietro Mazzuca
- 1 September 2021
- journal article
- research article
- Published by Elsevier in Cement and Concrete Composites
- Vol. 122
Abstract
No abstract availableKeywords
Funding Information
- Civil Engineering Research and Innovation for Sustainability (SFRH/BD/129681/2017)
- Fundação para a Ciência e a Tecnologia (PTDC/ECM-EST/1882/2014)
This publication has 29 references indexed in Scilit:
- Parametric finite element analysis of FRP reinforced concrete beams in fire and design guidelinesFire and Materials, 2013
- Performance under Fire Situations of Concrete Members Reinforced with FRP Rods: Bond Models and Design NomogramsJournal of Composites for Construction, 2012
- Long-term bond performance of GFRP bars in concrete under temperature ranging from 20 °C to 80 °CConstruction and Building Materials, 2011
- Experimental study of bond behaviour between concrete and FRP bars using a pull-out testComposites Part B: Engineering, 2009
- An experimental study of the mechanical properties of fibre reinforced polymer (FRP) and steel reinforcing bars at elevated temperaturesComposite Structures, 2007
- Fire testing of concrete beams with fibre reinforced plastic rebarComposites Part A: Applied Science and Manufacturing, 2006
- Thermal effects on bond between FRP rebars and concreteComposites Part A: Applied Science and Manufacturing, 2006
- Temperature and environmental effects on glass fibre rebar: modulus, strength and interfacial bond strength with concreteComposites Part B: Engineering, 2005
- Modeling of bond between near-surface mounted CFRP laminate strips and concreteComputers & Structures, 2004
- Effect of High Temperature on Bond Strength of FRP RebarsJournal of Composites for Construction, 1999