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Strain of concrete at peak compressive stress for a wide range of compressive strengths

Other title
Déformation du béton sous contrainte de compression maximale pour un large éventail de valeurs de résistance du béton (fr)
Author
DE NICOLO, B1 ; PANI, L1 ; POZZO, E1
[1] Univ. Cagliari, dep. ingegneria strutturale, Cagliari, Italy
Source

Matériaux et constructions. = Materials and Structures. 1994, Vol 27, Num 168, pp 206-210 ; ref : 37 ref

CODEN
MCMSBP
ISSN
0025-5432
Scientific domain
Civil engineering
Publisher
Dunod-Gauthier-Villars, Paris
Publication country
France
Document type
Article
Language
English
Keyword (fr)
Béton Contrainte compression Donnée expérimentale Déformation Etude comparative Pic Relation contrainte déformation Résistance compression Résistance à 28 jours béton Valeur extrême
Keyword (en)
Concrete Compressive stress Experimental data Deformation Comparative study Peak Stress strain relation Compressive strength Strength after 28 days (concrete) Extreme value
Keyword (es)
Hormigón Tensión compresión Dato experimental Deformación Estudio comparativo Pico Relación tensión deformación Resistencia compresión Resistencia 28 días hormigón Valor extremo
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
CSTB
Database
PASCAL
INIST identifier
6068647

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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