Please use this identifier to cite or link to this item: http://repositorio.ufpso.edu.co/jspui/handle/123456789/3269
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dc.contributor.authorAfanador García, Nelson
dc.contributor.authorOrtega, José
dc.contributor.authorRuiz Rena, Gonzalo
dc.contributor.authorTarifad, Manuel
dc.contributor.authorZhanga, Xiaoxin
dc.contributor.authorEvangelista Junior, Francisco
dc.coverage.spatialOcaña, Norte de Santander, Colombiaen_US
dc.coverage.temporalspa
dc.date.accessioned2021-09-21T01:24:32Z
dc.date.available2021-09-21T01:24:32Z
dc.date.issued2018-11-01
dc.identifier.citationOrtega, J.J., Ruiz, G., Yu, R.C., Afanador-García, N., Tarifa, M., Poveda, E., Zhang, X., Evangelista, F. Jr., Number of tests and corresponding error in concrete fatigue, International Journal of Fatigue (2018), doi: https://doi.org/10.1016/j.ijfatigue.2018.06.022en_US
dc.identifier.issn18793452en_US
dc.identifier.urirepourl:https://repositorio.ufpso.edu.cospa
dc.identifier.urihttp://repositorio.ufpso.edu.co/jspui/handle/123456789/3269
dc.description.abstractConcrete fatigue presents probabilistic behaviour evidenced by the wide scatter of cycles to failure under the same conditions. Experimentally-fitted probabilistic distributions have an error in terms of fatigue life that depends on the number of tests. Through statistical resampling, this relationship has been obtained for the Weibull probabilistic distribution fitted to a set of 100 tests and with two additional parameter combinations. Results for low to high cycle fatigue help to obtain design fatigue probability curves or the necessary number of tests for a given admissible error. Their applicability extends to any other phenomenon that follows the Weibull distribution with similar parametersen_US
dc.description.sponsorshipUniversidad Francisco de Paula Santander Ocañaen_US
dc.description.tableofcontentsspa
dc.format.mimetypespa
dc.language.isoengen_US
dc.publisherProfesor G. Kangen_US
dc.relationhttps://www.sciencedirect.com/journal/international-journal-of-fatigueen_US
dc.relation.ispartofseriesGIGMA;ART15
dc.relation.isversionof
dc.relation.uri
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/2.5/co/*
dc.subjectTamaño de muestraen_US
dc.subjectError probabilísticoen_US
dc.subjectFatiga de hormigónen_US
dc.subjectDistribución de Weibullen_US
dc.titleNumber of tests and corresponding error in fatigue of concreteen_US
dc.typeArtículoen_US
dc.title.translatedNúmero de ensayos y error correspondiente en fatiga del hormigónen_US
dc.description.abstractenglishConcrete fatigue presents probabilistic behaviour evidenced by the wide scatter of cycles to failure under the same conditions. Experimentally-fitted probabilistic distributions have an error in terms of fatigue life that depends on the number of tests. Through statistical resampling, this relationship has been obtained for the Weibull probabilistic distribution fitted to a set of 100 tests and with two additional parameter combinations. Results for low to high cycle fatigue help to obtain design fatigue probability curves or the necessary number of tests for a given admissible error. Their applicability extends to any other phenomenon that follows the Weibull distribution with similar parametersen_US
dc.subject.proposalspa
dc.subject.keywordsSample sizeen_US
dc.subject.keywordsProbabilistic erroren_US
dc.subject.keywordsFatigue of concreteen_US
dc.subject.keywordsWeibull distributionen_US
dc.subject.lembspa
dc.identifier.instnameinstname:Universidad Francisco de Paula Santander Ocañaspa
dc.identifier.reponamereponame:Repositorio Institucional UFPSOspa
dc.publisher.facultyFacultad ingenieríasen_US
dc.publisher.grantorUniversidad Francisco de Paula Santander Ocañaspa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.rights.accessrightshttp://purl.org/coar/access_right/c_abf2
dc.rights.creativecommons*
dc.rights.localspa
dc.type.coarhttp://purl.org/coar/resource_type/c_6501
dc.type.driverinfo:eu-repo/semantics/article
dc.type.localArtículoen_US
dc.type.redcolArtículo de investigación http://purl.org/redcol/resource_type/ART Artículo de divulgación http://purl.org/redcol/resource_type/ARTDIV*
dc.relation.references[1] M. Tarifa, X. Zhang, G. Ruiz, E. Poveda, Full-scale fatigue tests of precast reinforced concrete slabs for 368 railway tracks, Engineering Structures 100 (2015) 610–621..2015.06.016.en_US
dc.relation.referencesE. Poveda, R. C. Yu, J. C. Lancha, G. Ruiz, A numerical study on the fatigue life design of concrete slabs for railway tracks, Engineering Structures 100 (2015) 455–467.en_US
dc.relation.referencesL. Saucedo, R. C. Yu, A. Medeiros, X. X. Zhang, G. Ruiz, A probabilistic fatigue model based on the initial distribution to consider frequency effect in plain and fiber reinforced concrete, InternationalJournal of Fatigue 48 (2013) 308–318.en_US
dc.relation.referencesCEN/TC250, EN 1992-1-1:2004, Eurocode 2: Design of concrete structures - Part 1-1 : General rules 375 and rules for buildings, Brussels, Belgium, 2004.en_US
dc.relation.referencesFIB-F´ed´eration Internationale du B´eton, FIB Model Code 2010. Final Draft. Volumes 1-2, FIB Bulletin 65-66, Lausanne, Switzerland, 2012.en_US
dc.relation.referencesL. Lohaus, N. Oneschkow, M. Wefer, Design model for the fatigue behaviour of normal379 strength, high-strength and ultra-high-strength concrete, Structural Concrete 13 (3) (2012) 182–192. 380 doi:10.1002/suco.201100054.en_US
dc.relation.referencesK. Aarthi, K. Arunachalam, S. Thivakar, A probabilistic fatigue failure analysis for FRSCC with Granite 382 sawing waste, Computers and Concrete 18 (5) (2016) 969–982. doi:10.12989/cac.2016.18.5.969.en_US
dc.type.hasversioninfo:eu-repo/semantics/acceptedVersion
dc.identifier.DOI10.1016/j.ijfatigue.2018.06.022en_US
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