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Uniaxial stress-strain relationship of concrete confined by various shaped steel tubes

Author
SUSANTHA, K. A. S1 ; HANBIN GE1 ; USAMI, Tsutomu1
[1] Department of Civil Engineering, Nagoya University, Chikusa-ku, Nagoya 464-8603, Japan
Source

Engineering structures. 2001, Vol 23, Num 10, pp 1331-1347 ; ref : 25 ref

CODEN
ENSTDF
ISSN
0141-0296
Scientific domain
Civil engineering
Publisher
Elsevier, Amsterdam
Publication country
Netherlands
Document type
Article
Language
English
Keyword (fr)
Béton Charge latérale Charge uniaxiale Confinement Construction mixte Contrainte compression Ductilité Méthode paramétrique Méthode élément fini Poteau évidé Propriété géométrique Relation contrainte déformation Simulation numérique Tube métallique
Keyword (en)
Concrete Lateral load Uniaxial load Confinement Composite construction Compressive stress Ductility Parametric method Finite element method Box column Geometrical properties Stress strain relation Numerical simulation Metal tube
Keyword (es)
Hormigón Carga lateral Carga uniaxial Confinamiento Construcción mixta Tensión compresión Ductilidad Método paramétrico Método elemento finito Columna hueca (de sección cuadrada o rectangular) Propiedad geométrica Relación tensión deformación Simulación numérica Tubo metálico
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14C Structural analysis. Stresses / 001D14C01 Strength of materials (elasticity, plasticity, buckling, etc.)

Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14H Construction (buildings and works) / 001D14H02 Building structure / 001D14H02H Steel-concrete composite structure

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
1144553

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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