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A pratical method for uniaxial tension test of concrete

Other title
Méthode pratique pour mesurer la résistance à la traction uniaxiale du béton (fr)
Author
AKITA, H1 ; KOIDE, H1 ; TOMON, M1 ; SOHN, D1
[1] Tohoku Institute of Technology, Sendai, Japan
Source

Materials and structures. = Matériaux et constructions. 2003, Vol 36, Num 240, pp 365-371, 7 p ; Illustration ; ref : 16 ref

ISSN
1359-5997
Scientific domain
Civil engineering
Publisher
Springer, Dordrecht
Publication country
Netherlands
Document type
Article
Language
English
Keyword (fr)
Adoucissement mécanique Béton durci Contrainte déformation Courbe déformation Eprouvette entaillée Essai traction Forme prismatique Méthode mesure Résistance matériau Résistance traction Traction uniaxiale
Keyword (en)
Strain softening Hardened concrete Stress strain Deformation curve Notched test piece Tension test Prismatic shape Measurement method Strength of materials Tensile strength Uniaxial tension stress
Keyword (es)
Ablandamiento mecánico Hormigón endurecido Tensión deformante Curva deformación Probeta entallada Ensayo tracción Forma prismático Método medida Resistencia material Resistencia tracción Tracción uniaxial
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 / 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
15191539

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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