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Concrete crack repair by stiches

Other title
Réparation de fissures du béton au moyen de joints métalliques (fr)
Author
HAMOUSH, S1 ; AHMAD, S.H2
[1] Department of Architectural Engineering, North Caroline State University, United States
[2] Department of civil Engineering North Caroline state University, United States
Source

Matériaux et constructions. = Materials and Structures. 1997, Vol 30, Num 201, pp 418-423 ; Illustration ; ref : 17 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)
Agrafe Béton Charge latérale Cisaillement Durabilité Entaille Epoxyde Forme en U Joint métallique Largeur fissure Modèle mathématique Méthode calcul Poutre fissurée Réparation Vérification expérimentale
Keyword (en)
Staple Concrete Lateral load Shear Durability Notch Epoxide U shape Metal seal Crack width Mathematical model Computing method Cracked beam Repair Experimental test
Keyword (es)
Grapa Hormigón Carga lateral Cizalladura Durabilidad Entalla Epóxido Forma de una U Junta metálica Ancho fisura Modelo matemático Método cálculo Viga fisurada Reparación Verificación experimental
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14C Structural analysis. Stresses / 001D14C03 Computation methods. Tables. Charts

Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14E Durability. Pathology. Repairing. Maintenance / 001D14E03 Repair (reinforcement, strenthening)

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
5889302

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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