Correlation between bending test and Barcelona tests to determine FRC properties

CONSTRUCTION AND BUILDING MATERIALS

dc.creatorCarmona-Malatesta, Sergio Alejandro
dc.creatorMolins, Climent
dc.creatorAguado, Antonio
dc.date2021-08-23T22:52:24Z
dc.date2022-07-08T20:33:02Z
dc.date2021-08-23T22:52:24Z
dc.date2022-07-08T20:33:02Z
dc.date2018
dc.date.accessioned2023-08-21T23:00:30Z
dc.date.available2023-08-21T23:00:30Z
dc.identifier1150881
dc.identifier1150881
dc.identifierhttps://hdl.handle.net/10533/250951
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/8293011
dc.descriptionThe use of fiber reinforced concretes (FRC) as a substitute for reinforcement meshes, particularly in the construction of tunnels, frequently faces quality control problems because the specifications and acceptability criteria are based on parameters obtained from the flexion test of standard EN-14651, which is very difficult to perform at works. Considering the advantages presented by the Barcelona test, in this paper, equivalences are established between both tests, which allow estimating the FRC toughness and residual strengths. The predictions of these properties obtained using the Barcelona tests results present a maximum difference of less than 20%. (C) 2018 Elsevier Ltd. All rights reserved.
dc.descriptionRegular 2015
dc.descriptionFONDECYT
dc.descriptionFONDECYT
dc.languageeng
dc.relationhandle/10533/111557
dc.relationhandle/10533/111541
dc.relationhandle/10533/108045
dc.relationhttps://doi.org/10.1016/j.conbuildmat.2018.05.253
dc.rightsAtribución-NoComercial-SinDerivadas 3.0 Chile
dc.rightshttp://creativecommons.org/licenses/by-nc-nd/3.0/cl/
dc.rightsinfo:eu-repo/semantics/article
dc.rightsinfo:eu-repo/semantics/openAccess
dc.titleCorrelation between bending test and Barcelona tests to determine FRC properties
dc.titleCONSTRUCTION AND BUILDING MATERIALS
dc.typeArticulo
dc.typeinfo:eu-repo/semantics/publishedVersion


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