Effect of cross-sectional aspect ratio on the strength of CFRP-confined rectangular concrete columns
- Author
- WU, Yu-Fei1 ; WEI, You-Yi1
[1] Department of Building and Construction, City University of Hong Kong, Tat Chee Ave, Hong-Kong - Source
Engineering structures. 2010, Vol 32, Num 1, pp 32-45, 14 p ; ref : 33 ref
- CODEN
- ENSTDF
- ISSN
- 0141-0296
- Scientific domain
- Civil engineering
- Publisher
- Elsevier, Kidlington
- Publication country
- United Kingdom
- Document type
- Article
- Language
- English
- Author keyword
- Aspect ratio Concrete columns Confinement FRP Strength model Stress-strain relations
- Keyword (fr)
- Confinement Construction béton Etude comparative Etude expérimentale Fibre carbone Modélisation Plastique renforcé fibre Poteau Rapport aspect Relation contrainte déformation Renforcement mécanique Résistance compression Section rectangulaire
- Keyword (en)
- Confinement Concrete construction Comparative study Experimental study Carbon fiber Modeling Fibre reinforced plastics Column Aspect ratio Stress strain relation Strengthening Compressive strength Rectangular cross section
- Keyword (es)
- Confinamiento Construcción de hormigon Estudio comparativo Estudio experimental Fibra carbón Modelización Plástico reforzado fibra Poste Relación dimensional Relación tensión deformación Refuerzo mecánico Resistencia compresión Sección rectangular
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14E Durability. Pathology. Repairing. Maintenance / 001D14E03 Repair (reinforcement, strenthening)
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14H Construction (buildings and works) / 001D14H02 Building structure / 001D14H02D Concrete structure
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 22274932
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.2009.08.012 
https://dx.doi.org/10.1016/j.engstruct.2009.08.012
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