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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