dc.contributorUniversidad EAFIT. Departamento de Ingeniería Mecánica
dc.contributorMecatrónica y Diseño de Máquinas
dc.creatorGutiérrez-Carvajal, R.E.
dc.creatorBetancur, G.R.
dc.creatorBarbosa, J.
dc.creatorCastañeda, L.F.
dc.creatorZaja¸c, G.
dc.creatorGutiérrez-Carvajal, R.E.
dc.creatorBetancur, G.R.
dc.creatorBarbosa, J.
dc.creatorCastañeda, L.F.
dc.creatorZaja¸c, G.
dc.date.accessioned2021-04-16T20:20:47Z
dc.date.accessioned2022-09-23T21:08:04Z
dc.date.available2021-04-16T20:20:47Z
dc.date.available2022-09-23T21:08:04Z
dc.date.created2021-04-16T20:20:47Z
dc.date.issued2018-02-01
dc.identifier19552513
dc.identifier19552505
dc.identifierWOS;000424264600021
dc.identifierSCOPUS;2-s2.0-84996483453
dc.identifierhttp://hdl.handle.net/10784/29302
dc.identifier10.1007/s12008-016-0361-0
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/3525733
dc.description.abstractMany structural elements are exposed to conditions of load that are difficult to consider during the design stage, such as environment uncertainties, random impacts, overloads and inherent material idealization amongst others, hence, miss-estimating its life-time cycle. One way to test those designs is to construct a representative full-scale specimen and test it under the most critical load conditions in a controlled laboratory. Herein, we present a case of study of the fatigue test performed over a bolster beam redesigned in Universidad EAFIT belonging to a railway vehicle. The test was composed by three stages, each one testing a different load hypothesis. The bolster beam was instrumented at the most critical locations, following the results of a FEM analysis previously computed. As results, the most critical welds were identified and the total damage computed for an equivalent operation of eighteen-years, and also the behaviour of the specimen in presence of extreme longitudinal loads. © 2016, Springer-Verlag France.
dc.languageeng
dc.publisherSpringer-Verlag France
dc.relationhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84996483453&doi=10.1007%2fs12008-016-0361-0&partnerID=40&md5=df1d8ee0fbd980b7d3bc4186b600577c
dc.rightshttps://v2.sherpa.ac.uk/id/publication/issn/1955-2513
dc.sourceInternational Journal On Interactive Design And Manufacturing
dc.subjectCrashworthiness
dc.subjectFatigue testing
dc.subjectLoad testing
dc.subjectLocomotives
dc.subjectRailroad rolling stock
dc.subjectRailroads
dc.subjectTransportation
dc.subjectUncertainty analysis
dc.subjectVehicles
dc.subjectControlled laboratories
dc.subjectCritical location
dc.subjectEnvironment uncertainty
dc.subjectFull-scale fatigue test
dc.subjectRailway vehicles
dc.subjectStrain signal
dc.subjectStructural damages
dc.subjectStructural elements
dc.subjectFatigue damage
dc.titleFull scale fatigue test performed to the bolster beam of a railway vehicle
dc.typeinfo:eu-repo/semantics/article
dc.typearticle
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typepublishedVersion


Este ítem pertenece a la siguiente institución