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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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