Flexural strength and behavior of steel and FRP-reinforced concrete-filled FRP tube beams
- Author
- MOHAMED, Hamdy M1 ; MASMOUDI, Radhouane1
[1] Department of Civil Engineering, University of Sherbrooke, Sherbrooke, Quebec, J1K 2R1, Canada - Source
Engineering structures. 2010, Vol 32, Num 11, pp 3789-3800, 12 p ; ref : 23 ref
- CODEN
- ENSTDF
- ISSN
- 0141-0296
- Scientific domain
- Civil engineering
- Publisher
- Elsevier, Kidlington
- Publication country
- United Kingdom
- Document type
- Article
- Language
- English
- Author keyword
- Concrete beams Confinement Deflection Ductility FRP tube Fiber-reinforced polymers (FRP)
- Keyword (fr)
- Acier Analyse dommage Béton armé Confinement Construction béton Ductilité Déflexion Etude expérimentale Etude théorique Plastique renforcé fibre Poutre Renforcement Rond béton Résistance compression Résistance flexion Résultat expérimental Tube
- Keyword (en)
- Steel Failure analysis Reinforced concrete Confinement Concrete construction Ductility Deflection Experimental study Theoretical study Fibre reinforced plastics Beam(mechanics) Reinforcement Reinforcing bar Compressive strength Bending strength Experimental result Tube
- Keyword (es)
- Acero Análisis avería Hormigón armado Confinamiento Construcción de hormigon Ductilidad Deflección Estudio experimental Estudio teórico Plástico reforzado fibra Viga Reforzamiento Círculo hormigón Resistencia compresión Resistencia flexión Resultado experimental Tubo
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14H Construction (buildings and works) / 001D14H02 Building structure / 001D14H02E Reinforced concrete structure
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 23362131
Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS
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DOI
10.1016/j.engstruct.2010.08.023 
https://dx.doi.org/10.1016/j.engstruct.2010.08.023
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