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Strains under transient hygro-thermal states in concrete loaded in multiaxial compression and heated to 250 °C

Author
PETKOVSKI, M1 ; CROUCH, R. S2
[1] Department of Civil and Structural Engineering, The University of Sheffield, Sir Frederick Mappin Building, Sheffield Sl 3JD, United Kingdom
[2] School of Engineering, Durham University, South Road, Durham DH1 3LE, United Kingdom
Source

Cement and concrete research. 2008, Vol 38, Num 4, pp 586-596, 11 p ; ref : 22 ref

CODEN
CCNRAI
ISSN
0008-8846
Scientific domain
Civil engineering; Chemical industry parachemical industry
Publisher
Elsevier Science, New York, NY
Publication country
United States
Document type
Article
Language
English
Author keyword
Moisture Multiaxial compression Strain Transient temperature
Keyword (fr)
Action humidité Béton Charge multiaxiale Effet température Essai compression Etude expérimentale Matériau construction Méthodologie Relation contrainte déformation
Keyword (en)
Humidity effect Concrete Multiaxial load Temperature effect Compression test Experimental study Construction materials Methodology Stress strain relation
Keyword (es)
Acción humedad Hormigón Carga multiaxial Efecto temperatura Ensayo compresión Estudio experimental Material construcción Metodología Relación tensión deformación
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.)

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
20166338

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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