Uniaxial compressional stress-strain relation of concrete
- Other title
- Les relations contrainte-déformation dans la compression uniaxiale du béton (fr)
- Author
- TSAI, W. T1
[1] Tsai and Associates, 516 Alta Vista Ave. S. Pasadena CA 91030, United States - Source
Journal of structural engineering (New York, NY). 1988, Vol 114, Num 9, pp 2133-2136 ; ref : 4 ref
- CODEN
- JSENDH
- ISSN
- 0733-9445
- Scientific domain
- Civil engineering
- Publisher
- American Society of Civil Engineers, Reston, VA
- Publication country
- United States
- Document type
- Article
- Language
- English
- Keyword (fr)
- Béton haute résistance Béton Caractéristique Comportement Compression uniaxiale Conception Contrainte déformation Diagramme Equation Matériau construction Paramètre Propriété mécanique Relation contrainte déformation Résistance matériau
- Keyword (en)
- High strength concrete Concrete Characteristic Behavior Uniaxial compression Design Stress strain Diagram Equation Construction materials Parameter Mechanical properties Stress strain relation Strength of materials
- Keyword (es)
- Hormigón alta resistencia Hormigón Característica Conducta Compresión uniaxial Diseño Tensión deformante Diagrama Ecuación Material construcción Parámetro Propiedad mecánica Relación tensión deformación Resistencia material
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14G Materials / 001D14G02 Concretes. Mortars. Grouts / 001D14G02E Properties and performance tests of mortar and hardened concrete
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- CSTB
- Database
- PASCAL
- INIST identifier
- 7063835
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
10.1061/(ASCE)0733-9445(1988)114:9(2133) 
https://dx.doi.org/10.1061/(ASCE)0733-9445(1988)114:9(2133)
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