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dc.contributor.author
Zerbino, Raul Luis
dc.contributor.author
Monetti, Diego Hernán
dc.contributor.author
Giaccio, Graciela Marta
dc.date.available
2018-07-30T17:40:06Z
dc.date.issued
2016-08
dc.identifier.citation
Zerbino, Raul Luis; Monetti, Diego Hernán; Giaccio, Graciela Marta; Creep behaviour of cracked steel and macro-synthetic fibre reinforced concrete; Springer; Materials And Structures; 49; 8; 8-2016; 3397-3410
dc.identifier.issn
1359-5997
dc.identifier.uri
http://hdl.handle.net/11336/53432
dc.description.abstract
The study of creep behaviour of fibre concrete in cracked conditions is nowadays one of the main subjects of interest; many research groups in the world are working on this matter and the development of test methods and the definition of parameters for its characterization becomes an urgent necessity. This paper explores the use of different types and levels of long term bending loads and compares the creep rates of fibre reinforced concretes (FRC) incorporating steel and two macro-synthetic fibres. Tests arrangements with three and four point loadings were used. An initial crack width of 0.5 mm was adopted. It was verified that the creep rate clearly increases in macro-synthetic FRC and that the application of loading–unloading cycles does not imply significant changes in the creep rate when compared to permanent loads of similar magnitude. After creep tests the remaining residual bending capacity of FRC is considerable. Similar creep behaviour was observed by using three or four point loading configuration.
dc.format
application/pdf
dc.language.iso
eng
dc.publisher
Springer
dc.rights
info:eu-repo/semantics/restrictedAccess
dc.rights.uri
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
dc.subject
Crack Opening Rate
dc.subject
Creep Behaviour
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Fibre Reinforced Concrete
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Macro-Synthetic Fibres
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Steel Fibres
dc.subject.classification
Otras Ingeniería Civil
dc.subject.classification
Ingeniería Civil
dc.subject.classification
INGENIERÍAS Y TECNOLOGÍAS
dc.title
Creep behaviour of cracked steel and macro-synthetic fibre reinforced concrete
dc.type
info:eu-repo/semantics/article
dc.type
info:ar-repo/semantics/artículo
dc.type
info:eu-repo/semantics/publishedVersion
dc.date.updated
2018-07-30T13:35:02Z
dc.journal.volume
49
dc.journal.number
8
dc.journal.pagination
3397-3410
dc.journal.pais
Alemania
dc.journal.ciudad
Berlin
dc.description.fil
Fil: Zerbino, Raul Luis. Universidad Nacional de la Plata. Facultad de Ingeniería. Departamento de Construcciones; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina
dc.description.fil
Fil: Monetti, Diego Hernán. Universidad Nacional de la Plata. Facultad de Ingeniería. Departamento de Construcciones; Argentina
dc.description.fil
Fil: Giaccio, Graciela Marta. Universidad Nacional de la Plata. Facultad de Ingeniería. Departamento de Construcciones; Argentina. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas; Argentina
dc.journal.title
Materials And Structures
dc.relation.alternativeid
info:eu-repo/semantics/altIdentifier/doi/https://dx.doi.org/10.1617/s11527-015-0727-y
dc.relation.alternativeid
info:eu-repo/semantics/altIdentifier/url/https://link.springer.com/article/10.1617%2Fs11527-015-0727-y
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