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dc.contributor.author
Llano Torre, Aitor
dc.contributor.author
Serna, Pedro
dc.contributor.author
Garcia Taengua, Emilio
dc.contributor.author
Vrijdaghs, Rutger
dc.contributor.author
Pauwels, Hans
dc.contributor.author
del Prete, Clementina
dc.contributor.author
Buratti, Nicolas
dc.contributor.author
Zerbino, Raul Luis
dc.contributor.author
Kusterle, Wolfgang
dc.contributor.author
Bernard, E. Stefan
dc.contributor.other
Llano Torre, Aitor
dc.contributor.other
Serna, Pedro
dc.date.available
2022-02-08T19:17:03Z
dc.date.issued
2021
dc.identifier.citation
Llano Torre, Aitor; Serna, Pedro; Garcia Taengua, Emilio; Vrijdaghs, Rutger; Pauwels, Hans; et al.; Analysis of the RRT Results; Springer; 34; 2021; 147-208
dc.identifier.isbn
978-3-030-72735-2
dc.identifier.uri
http://hdl.handle.net/11336/151598
dc.description.abstract
The analysis of the results of the round-robin test (RRT) comprised many steps. The variation of the main variables such as the number of samples tested, environmental conditions, pre-crack level or creep index and mechanical performance were analysed among all the RRT participants. In addition, the main methodologies were independently analysed to search significances between the participant procedures. Analysis of the described procedures, test setups and equipment provided relevant information about such existent differences between participants in terms such as load configuration, boundary conditions or frames construction. The creep coefficient and crack opening rate (COR) parameters were defined and analysed. The complementary data number of fibres in the cross section was analysed to assess the influence in the long-term residual performance. Finally, the correlation between different fibre-reinforced concrete (FRC) specimens as well as the influence of ageing of concrete matrix were analysed.
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
CONCRETE
dc.subject
FIBRES
dc.subject
CREEP
dc.subject
CRACKED STATE
dc.subject.classification
Ingeniería Civil
dc.subject.classification
Ingeniería Civil
dc.subject.classification
INGENIERÍAS Y TECNOLOGÍAS
dc.title
Analysis of the RRT Results
dc.type
info:eu-repo/semantics/publishedVersion
dc.type
info:eu-repo/semantics/bookPart
dc.type
info:ar-repo/semantics/parte de libro
dc.date.updated
2021-11-17T14:52:55Z
dc.journal.volume
34
dc.journal.pagination
147-208
dc.journal.pais
Suiza
dc.journal.ciudad
Gewerbestrasse
dc.description.fil
Fil: Llano Torre, Aitor. Universidad Politécnica de Valencia; España
dc.description.fil
Fil: Serna, Pedro. Universidad Politécnica de Valencia; España
dc.description.fil
Fil: Garcia Taengua, Emilio. University of Leeds; Reino Unido
dc.description.fil
Fil: Vrijdaghs, Rutger. Katholikie Universiteit Leuven; Bélgica
dc.description.fil
Fil: Pauwels, Hans. Bekaert S. A; Bélgica
dc.description.fil
Fil: del Prete, Clementina. Universidad de Bologna; Italia
dc.description.fil
Fil: Buratti, Nicolas. Universidad de Bologna; Italia
dc.description.fil
Fil: Zerbino, Raul Luis. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - La Plata; Argentina. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina
dc.description.fil
Fil: Kusterle, Wolfgang. University of Applied Sciences; Alemania
dc.description.fil
Fil: Bernard, E. Stefan. Technologies in Structural Engineering Pty Ltd; Australia
dc.relation.alternativeid
info:eu-repo/semantics/altIdentifier/url/https://link.springer.com/book/10.1007/978-3-030-72736-9
dc.relation.alternativeid
info:eu-repo/semantics/altIdentifier/doi/http://dx.doi.org/10.1007/978-3-030-72736-9
dc.conicet.paginas
284
dc.source.titulo
Round-Robin Test on Creep Behaviour in Cracked Sections of FRC: Experimental Program, Results and Database Analysis
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