Durability of GFRP-concrete adhesively bonded connections: Experimental and numerical studies
Authors:
- José A. GonilhaJGJosé A. Gonilha
- João R. CorreiaJCJoão R. Correia
- Fernando A. BrancoFBFernando A. Branco
- José Sena-CruzJosé Sena-Cruz
- 1 August 2018
- journal article
- research article
- Published by Elsevier in Engineering Structures
- Vol. 168, 784-798
Abstract
No abstract availableKeywords
Funding Information
- Agência Nacional de Inovação (2009/003456)
- Fundação para a Ciência e a Tecnologia (PTDC/ECM-EST/2701/2014)
This publication has 39 references indexed in Scilit:
- Bridge decks of fibre reinforced polymer (FRP): A sustainable solutionConstruction and Building Materials, 2014
- Artificial Accelerated Ageing of GFRP Pultruded Profiles Made of Polyester and Vinylester Resins: Characterisation of Physical–Chemical and Mechanical DamageStrain, 2011
- GFRP–concrete hybrid cross-sections for floors of buildingsEngineering Structures, 2009
- Flexural behavior of a hybrid FRP and lightweight concrete sandwich bridge deckComposites Part A: Applied Science and Manufacturing, 2007
- Flexural behaviour of GFRP–concrete hybrid beams with interconnection slipComposite Structures, 2007
- The use of advanced polymer composites to form an economic structural unitConstruction and Building Materials, 2003
- Flexural Behavior of Concrete-Filled Fiber-Reinforced Polymer Circular TubesJournal of Composites for Construction, 2002
- Effects of environmental aging on the properties of pultruded GFRPComposites Part B: Engineering, 1999
- Combined FRP Reinforcement and Permanent Formwork for Concrete MembersJournal of Composites for Construction, 1998
- Innovative Design of FRP Combined with Concrete: Short-Term BehaviorJournal of Structural Engineering, 1995