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Do we need a standard concrete Fracture mechanics test?

Author
STRUBLE, L. J1 ; LANGE, D1
[1] Department of Civil Engineering, University of Illinois, Urbana, IL 61801, United States
Source

Cement, concrete and aggregates. 1997, Vol 19, Num 2, pp 112-115 ; ref : 4 ref

CODEN
CCAGDP
ISSN
0149-6123
Scientific domain
Civil engineering
Publisher
American Society for Testing and Materials, West Conshohocken, PA
Publication country
United States
Document type
Article
Language
English
Keyword (fr)
Béton haute performance Critère conception Essai propagation fissure Matériau fragile Microstructure Mécanique rupture Méthode essai Normalisation Relation contrainte déformation Résistance traction
Keyword (en)
High strength concrete Design criterion Fracture toughness test Brittle material Microstructure Fracture mechanics Test method Standardization Stress strain relation Tensile strength
Keyword (es)
Hormigón alta resistencia Criterio concepción Prueba propagación fisuras Material frágil Microestructura Mecánica ruptura Método ensayo Normalización Relación tensión deformación Resistencia tracción
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14G Materials / 001D14G02 Concretes. Mortars. Grouts / 001D14G02A General (composition, classification, performance, standards, patents, 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
Inist-CNRS
Database
PASCAL
INIST identifier
1715818

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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