Influencia de las condiciones de esmerilado sobre la aparición de capa blanca en rieles tipo R400HT para uso en el Metro de Medellín

dc.contributor.advisorToro, Alejandro
dc.contributor.advisorSanta Marín, Juan Felipe
dc.contributor.authorHernández Álvarez, Luis Guillermo
dc.contributor.researchgroupGrupo de Tribología y Superficiesspa
dc.coverage.cityMedellín (Antioquia, Colombia)
dc.date.accessioned2024-05-02T19:07:32Z
dc.date.available2024-05-02T19:07:32Z
dc.date.issued2023-12-08
dc.descriptionilustraciones, fotografíasspa
dc.description.abstractRail grinding is a maintenance operation carried out to remove surface and subsurface defects in rails, mainly those associated with rolling contact fatigue (RCF) and corrugation. However, rail grinding could promote the formation of a hard and fragile layer at the surface known as White Etching Layer (WEL). The presence of this layer has been associated with the early onset of RCF cracks. In this study, R400HT rail samples were ground in laboratory under controlled conditions that promote the formation of the WEL. The samples were submitted to accelerated contact fatigue tests at 20,000 cycles (8,000 cycles dry + 12,000 cycles with water) in a twin-disc tribometer, in which the wear rate and the coefficient of friction were determined. The results showed that under different grinding conditions, all tested samples developed the WEL at the surface. The samples with WEL presented higher wear and density of cracks compared to WEL-free samples for the same number of cycles. The onset of cracking was influenced by the presence of the WEL since as the WEL-perlite interface was a preferential site for crack initiation.eng
dc.description.abstractEl esmerilado de rieles constituye una operación de mantenimiento destinada a corregir defectos superficiales y subsuperficiales presentes en los mismos, especialmente aquellos derivados de la fatiga por contacto con rodadura (RCF) y a la formación de corrugaciones. Sin embargo, el esmerilado de rieles puede inducir la formación de una capa dura y frágil en la superficie conocida como capa blanca. La presencia de esa capa se ha asociado con una aparición temprana de grietas por RCF. En este trabajo, se esmerilaron muestras de rieles R400HT en laboratorio bajo condiciones controladas que promueven la formación de capa blanca. Se sometieron tanto muestras esmeriladas como no esmeriladas a pruebas de fatiga de contacto aceleradas a 20K ciclos (8K ciclos en seco + 12K ciclos con agua) en un tribómetro tipo disco-disco, con el objetivo de determinar la tasa de desgaste y el coeficiente de fricción. Los resultados revelaron que todas las muestras probadas, bajo diferentes condiciones de esmerilado, desarrollaron una capa blanca en sus superficies. Aquellas muestras con esta capa blanca exhibieron un mayor desgaste y una mayor densidad de grietas en comparación con las muestras sin esmerilar, para el mismo número de ciclos de fatiga. Además, se observó que el inicio del agrietamiento fue influenciado por la presencia de la capa blanca, dado que la interfaz entre la capa blanca y la perlita se convirtió en un sitio preferencial para el inicio de las grietas. (Tomado de la fuente)spa
dc.description.abstractRail grinding is a maintenance operation carried out to remove surface and subsurface defects in rails, mainly those associated with rolling contact fatigue (RCF) and corrugation. However, rail grinding could promote the formation of a hard and fragile layer at the surface known as White Etching Layer (WEL). The presence of this layer has been associated with the early onset of RCF cracks. In this study, R400HT rail samples were ground in laboratory under controlled conditions that promote the formation of the WEL. The samples were submitted to accelerated contact fatigue tests at 20,000 cycles (8,000 cycles dry + 12,000 cycles with water) in a twin-disc tribometer, in which the wear rate and the coefficient of friction were determined. The results showed that under different grinding conditions, all tested samples developed the WEL at the surface. The samples with WEL presented higher wear and density of cracks compared to WEL-free samples for the same number of cycles. The onset of cracking was influenced by the presence of the WEL since as the WEL-perlite interface was a preferential site for crack initiation.eng
dc.description.curricularareaMateriales Y Nanotecnología.Sede Medellínspa
dc.description.degreelevelMaestríaspa
dc.description.degreenameMagíster en Ingeniería - Materiales y Procesosspa
dc.description.researchareaTribología y superficiesspa
dc.format.extent134 páginasspa
dc.format.mimetypeapplication/pdfspa
dc.identifier.instnameUniversidad Nacional de Colombiaspa
dc.identifier.reponameRepositorio Institucional Universidad Nacional de Colombiaspa
dc.identifier.repourlhttps://repositorio.unal.edu.co/spa
dc.identifier.urihttps://repositorio.unal.edu.co/handle/unal/86016
dc.language.isospaspa
dc.publisherUniversidad Nacional de Colombiaspa
dc.publisher.branchUniversidad Nacional de Colombia - Nivel Nacionalspa
dc.publisher.facultyFacultad de Minasspa
dc.publisher.placeMedellín, Colombiaspa
dc.publisher.programMedellín - Minas - Maestría en Ingeniería - Materiales y Procesosspa
dc.relation.indexedLaReferenciaspa
dc.relation.referencesC.R Ferguson, A.T Kirkpatrick, Motores de combustión interna (2 ª ed.) John Wiley, Nueva York (2001).spa
dc.relation.referencesW. Jamison, Wear of steel in combined rolling and sliding, ASLE Trans., 25 (1) (1980), pp 71-78. W.K. Chen, Linear Networks and Systems (Book style). Belmont, CA: Wadsworth, 1993, pp. 123–135.spa
dc.relation.referencesV. Reddy, G. Chattopadhyay, P.O. Larsson, D. J. Hargreaves, Modelling and analysis of Rail mantenance cost. Production Economics, 105 (2007), pp 475-482.spa
dc.relation.referencesA. Valencia, J.L. Rendón, El problema del desgaste ondulatorio en las vías férreas: la metalurgia de un caso real, Dyna 144 (2004) 29-38.spa
dc.relation.referencesF.J. Franklin, G.J. Weeda, A. Kapoor, E.J.M. Hiensch, Rolling contact fatigue and wear behaviour of the infrastar two-material rail, Wear vol 258, pag 10481054, 2005.spa
dc.relation.referencesV. Reddy, G. Chattopadhyay, P.O. Larsson-Kraik, and T. Allahmanli, Evaluation of technical vs economic decisions in rail grinding. 2008 IEEE International Conference on Industrial Engineering and Engineering Management, 2008, pp. 496–500.spa
dc.relation.referencesA. Zarembski. The art and science of rail grinding. Simmons-Boardman Bokks, Inc. 2005.spa
dc.relation.referencesP. A. Cuervo. Análisis experimental del efecto del proceso de reperfilado sobre el desgaste y fatiga por contacto de rodadura de riel en el sistema rueda-riel en el Metro de Medellín, Trabajo de Grado. Universidad Nacional de Colombia, Medellín 2014.spa
dc.relation.referencesD. Zapata, J.F. Santa, J. Sanchez, J. Gonzalez, A .Toro, Effect of Rail Grinding Conditions on Sub-Surface. Microstructure and Surface Roughness of Fatigued Rails. 1st. International Brazilian Conference on TribologyTriboBr-2010, Rio de Janeiro, Brasil. November 2010.spa
dc.relation.referencesM. Steenbergen. Rolling contacts fatigue in relation to rail grinding, Wear 356-357, 2016, pp. 110-121. http://dx.doi.org/10.1016/j.wear.2016.03.015.spa
dc.relation.referencesA. Al-Juboori, H. Zhu, D. Wexler, H. Li, C. Lu, A. McCusker, J. McLeod, S. Pannila. Characterization of White Etching Layers formed on rails subjected to different traffic conditions, Wear 436-437, 2019.spa
dc.relation.referencesS. Zakharov. Wheel/Rail Performance. En Guidelines to Best Practice for Heavy Haul Railway Operations: Wheel and Rail Interface Issues (págs. 1-86). Virginia Beach, Virginia, USA: International Heavy Haul Association, 2001.spa
dc.relation.referencesVenzario (2009), Mantenimiento ferroviario. Amolado de carriles, https://venzario.wordpress.com/2009/11/13/mantenimiento-ferroviario-amolado-de-carriles/ (Revisado Diceimbre 8, 2023)spa
dc.relation.referencesW. J. Harris Jr, W. Ebersöhn, J. Lundgren, H. Tournay, y S. Zakharov, Guidelines to Best Practices for Heavy Haul Railway Operations: Wheel and Rail Interface Issues, First Edition. International Heavy Haul Association (IHHA), 2001.spa
dc.relation.referencesThe Railway Educational Bureau. The Basics of Railroad Wheels and Wheel Inspection (3rd Edition ed.). Omaha, Nebraska, United States of America, 2013.spa
dc.relation.referencesA. Kapoor, F.J. Franklin. Tribological layers and the wear of ductile materials. Wear 245. 204–215, 2000spa
dc.relation.referencesM. Schargott, V.L. Popov, A.I. Dmitriev, S.G. Psakhie. Development of surface topography for the rail–wheel contact. Wear, 2008.spa
dc.relation.referencesJ.W. Ringsberg, M. Loo-Morrey, B.L. Josefson, A. Kapoor, J.H. Beynon. Prediction of fatigue crack initiation for rolling contact fatigue. International Journal of Fatigue, Ed.22, p.205-215, 2000.spa
dc.relation.referencesR. Lewis y U. Olofsson. Wheel-rail interface handbook, 1.a ed. Boca Raton; Oxford: CRC Press ; Woodhead Pub, 2009.spa
dc.relation.referencesX.S. Jin, W.H. Zhang, J. Zeng, Z.R. Zhou, Q.Y. Liu, Z.F. Wen. Adhesion experiment on a wheel/rail system and its numerical analysis. Proc Inst Mech Eng Part J J Eng Tribol;218:293–303, 2004.spa
dc.relation.referencesY. Areiza. Efecto de la fuerza de fricción en el contacto rueda-riel sobre el consumo medio de energía en operación del Metro de Medellín, Tesis de Maestría en ingeniería – materiales y procesos, Facultad de Minas, Universidad Nacional de Colombia, 2014.spa
dc.relation.referencesH. Harrison. The development of a low creep regime, hand-operated tribometer. Wear; 265:1526–31, 2008.spa
dc.relation.referencesE. Magel, Y. Liu. Study of friction—measurement, analysis and practical implications for the wheel/rail contact. In: Proceedings of the eighth international conference on contact mechanics and wear of rail/wheel systems (CM2009), Firenze, Italy; September 15–18, 2009.spa
dc.relation.referencesS.R. Lewis, R. Lewis, G. Evans, Buckley-Johnstone LE. Assessment of railway grease performance using a twin-disc tester. Wear;314:205–12, 2014.spa
dc.relation.referencesD. Zapata, J. Jaramillo, H. Sierra, A. Toro. Desgaste de aceros bainíticos y perlíticos en el sistema rueda-riel. Memorias Tercer Congreso Internacional de Ingeniería Mecánica y Primero de Ingeniería Mecatrónica. Bogotá, Colombia, 2006.spa
dc.relation.referencesA. Kapoor, F.J. Franklin a, S.K. Wong a, M. Ishida. Surface roughness and plastic flow in rail wheel contact. Wear.Ed.253. p. 257-264, 2002.spa
dc.relation.referencesThe U.K.’s Rail Safety & Standards Board, http://www.rssb.co.uk/, Project T355: Management and understanding of Rolling Contact Fatiguespa
dc.relation.referencesB. Bushan, Modern Tribology Handbook, V1, ISBN 0-8403-6, P 274-275,2001spa
dc.relation.referencesF.A. Suárez. Análisis del Modelo de Archard para Desgaste por Deslizamiento en Seco. Trabajo de Grado. Universidad Nacional de Colombia, Medellín. p. 64. 2002.spa
dc.relation.referencesJ.A.Williams. Engineering Tribology, Oxford University Press, Capitulo 11, 1994.spa
dc.relation.referencesR. Rabinowicz. Friction & Wear of Materials. John Wiley & Sons.Ed.1.p. 125- 233,1965.spa
dc.relation.referencesK.H. Zum Gahr.Microstructure and Wear of Materials. Elsevier. p. 351-524. 1987.spa
dc.relation.referencesM. Soler, M. Gentile. Tecnicatura superior en material rodante ferroviario, Universidad tecnológica nacional, 2005.spa
dc.relation.referencesG. Girsch, N. Frank, P. Pointner, New Rail Grades – a Technical Performance Overview, 8th IHHA Conference, Rio de Janeiro, Brazil, 2005.spa
dc.relation.referencesY. Wang, T. Lei. Wear behavior of steel 1080 with different microstructures during dry sliding. Wear, 194, 44-53, 1996.spa
dc.relation.referencesD. Zapata. Efecto de la microestructura sobre la resistencia al desgaste por rodadura - deslizamiento de aceros ferroviarios. Trabajo de Grado. Universidad Nacional de Colombia, Medellín, 2011.spa
dc.relation.referencesM. Hillert. The Formation Of Pearlite, Descomposition Of Austenite by Diffusional Process eds. H.I. Aaronson & V.F. Zackay, interscience, pp. 197-247, 1962.spa
dc.relation.referencesF. P. García, R. W. Lewis, A. M. Tobias, and C. Roberts. Life cycle costs for railway condition monitoring. Transportation Research Part E: Logistics and Transportation Review, vol. 44, no. 6, pp. 1175–1187, Nov. 2008.spa
dc.relation.referencesMetro de Medellín, Reporte interno: Actividades de mantenimiento de vía permanente y vehículos de pasajeros relevantes para implementar la norma uic-518 en el metro de Medellín ltda, 2005spa
dc.relation.referencesA. Toro, J.F. Santa, G. Idárraga y J. Sánchez. Identificación de mecanismos de desgaste en rieles de vía comercial del Metro de Medellín, Revista Colombiana de Materiales N. 5 pp. 72-77, 2013.spa
dc.relation.referencesU. Olofsson and R. Lewis. Basic tribology of the wheel-rail contact. Wheel-rail interface handbook, First Edition. ISBN 978-1-84569-412-8, Cap 2, 2006.spa
dc.relation.referencesD.I. Fletcher, F.J. Franklin, A. Kapoor. Rail surface fatigue and wear. Wheel-rail interface handbook, First Edition. ISBN 978-1-84569-412-8, Cap 9, 2006.spa
dc.relation.referencesZ.Y. Zhang, W. Shang, H.H. Ding, J. Guo, H.Y. Wang, Q.Y. Liu, W.J. Wang, Thermal model and temperature field in rail grinding process based on a moving heat source, Appl. Therm. Eng. 106 (2016) 855–864, http://dx.doi.org/10.1016/j. applthermaleng.2016.06.071.spa
dc.relation.referencesJ. Ahlström, B. Karlsson. Analytical 1D model for analysis of the thermally affected zone formed during railway wheel skid, Wear 232 (1999) 15–24, http://dx.doi.org/ 10.1016/S0043-1648(99)00167-2.spa
dc.relation.referencesJ. Kalousek, E. Magel, The “magic” wear rate, Railw. Track Struct. 50–52,1997.spa
dc.relation.referencesR.I. Carroll, J.H. Beynon. Rolling contact fatigue of white etching layer Part 1 Crack morphology, Wear 262 (2007) 1253–1266, http://dx.doi.org/10.1016/j.wear. 2007.01.002.spa
dc.relation.referencesG. Baumann, H.J. Fecht, S. Liebelt. Formation of white-etching layers on rail treads, Wear 191 (1996) 133–140, http://dx.doi.org/10.1016/0043-1648(95)06733-7.spa
dc.relation.referencesC.J. Rasmussen, X. Zhang, H.K. Danielsen, S. Fæster. Grinding induced martensite on the surface of rails, Risoe International Symposium on Materials Science. Proceedings 35439-446, 2014.spa
dc.relation.referencesC. J. Rasmussen, S. Fæsterb, S. Dharb, J. V. Quaadeb, M. Binib, H. K. Danielsenb. Surface crack formation on rails at grinding induced martensite white etching layers, Wear 384–385 8-14, 2017.spa
dc.relation.referencesR. Stock, W. Kubin, W. Daves, K. Six. Advanced maintenance strategies for improved squat mitigation. Wear 436-437, 2019.spa
dc.relation.referencesA. Al-Juboori, D. Wexler, H. Li, H. Zhu, C. Lu, A. McCusker, J. McLeod, S. Pannil, Z. Wang. Squat formation and the occurrence of two distinct classes of white etching layer on the surface of rail steel. International Journal of Fatigue 104, pp. 52-60, 2017.spa
dc.relation.referencesS. L. Grassie, D. I. Fletcher, E. A. Gallardo, P. Summers. Studs: a squat type defect in rails. Journal of Rail and Rapid Transit, pp. 243-256, 2012.spa
dc.relation.referencesS. L. Grassie. Studs and squats; The evolving story. Wear 366-367, pp. 194-199, 2016.spa
dc.relation.referencesRobel (2019). Maquinas Herramientas. https://www.robel.com/es/maquinas-herramientas/esmerilar/ (Revisado Diciembre 8, 2023)spa
dc.relation.referencesKlipartz (2019). Rieles ferroviarios. https://www.klipartz.com/es/search?q=riel (Revisado noviembre 18, 2023)spa
dc.relation.referencesGhh-bonatrans (2019). Ejes montados. https://www.ghh-bonatrans.com/es/productos/ejes-montados/ (Revisado noviembre 18, 2023)spa
dc.relation.referencesK. Hono, M. Ohnuma, M. Murayama, S. Nishida, A. Yoshie, and T. Takahashi. Cementite decomposition in heavily drawn pearlite steel wire. Scr. Mater., vol. 44, pp. 977–983, 2001.spa
dc.relation.referencesM. Masoumi, N. B. De Lima, G. Tressia, A. Sinatora, and H. Goldenstein. Microstructure and crystallographic orientation evolutions below the superficial white layer of a used pearlitic rail. J. Mater. Res. Technol., vol. 8, no. 6, pp. 6275–6288, 2019, doi: 10.1016/j.jmrt.2019.10.021.spa
dc.relation.referencesJ. Seo, S. Kwon, H. Jun, and D. Lee. Numerical stress analysis and rolling contact fatigue of White Etching Layer on rail steel. Int. J. Fatigue, vol. 33, no. 2, pp. 203–211, 2011, doi: 10.1016/j.ijfatigue.2010.08.007.spa
dc.relation.referencesD. T. Eadie et al. The effects of top of rail friction modifier on wear and rolling contact fatigue: Full-scale rail-wheel test rig evaluation, analysis and modelling. Wear, vol. 265, no. 9–10, pp. 1222–1230, 2008, doi: 10.1016/j.wear.2008.02.029.spa
dc.relation.referencesS. Li, J. Wu, R. H. Petrov, Z. Li, R. Dollevoet, and J. Sietsma. Brown etching layer: A possible ne insight into the crack initiation of rolling contact fatigue in rail steels. Eng. Fail. Anal., vol. 66, pp. 8–18, 2016, doi: 10.1016/j.engfailanal.2016.03.019.spa
dc.relation.referencesA. K. Saxena, A. Kumar, M. Herbig, S. Brinckmann, G. Dehm, and C. Kirchlechner. Micro fracture investigations of white etching layers. Mater. Des., vol. 180, p. 107892, 2019, doi: 10.1016/j.matdes.2019.107892.spa
dc.relation.referencesI. Marinescu, M. Hitchiner, E. Uhlmann, W. Brian, R. Ichiro. Handbook of Machining with Grinding Wheels. Taylor & Francis Group, 2007.spa
dc.relation.referencesW. Koenig, and F. Klocke. Fertigungsverfahren Band 2. Schleifen, Honen, Läppen. 3. Auflage, VDI Verlag GmbH, Düsseldorf, 1996.jspa
dc.relation.referencesJ. Jaramillo. Efecto del acabado superficial inicial y la lubricación en el desgaste aceros de perlíticos bajo condiciones rodante deslizantes. Tesis de Maestría en ingeniería – materiales y procesos, Facultad de Minas, Universidad Nacional de Colombia, 2014.spa
dc.relation.referencesAENOR, Norma UNE – EN 13674. Aplicaciones ferroviarias. Vías y carriles.spa
dc.relation.referencesAENOR, Norma UNE – EN 13362. Aplicaciones ferroviarias. Ejes montados y Bogies. Ruedas. Requisitos de productospa
dc.relation.referencesW.J. Wang, K. Zhou, Q.Y. Liu et al. Influence of granularity of grinding Stone on grinding force and material removal in the rail grinding process. Journal of Engineering Tribology 1994-1996 (vols 208-210) · June 2018spa
dc.relation.referencesK. Zhou, H. Ding, R. Wang, J. Yang, J. Guo, Q. Liu, W. Wang W. Experimental investigation on material removal mechanism during rail grinding at different forward speeds. Tribology International (2019), doi: https://doi.org/10.1016/j.triboint.2019.106040.spa
dc.relation.referencesJ.F. Santa, P. Cuervo, P. Christoforou, M. Harmon, A. Beagles, A. Toro, R. Twin disc assessment of wear regime transitions and rolling contact fatigue in R400HT – E8 pairs. Wear 432–433,102916, 2019.spa
dc.relation.referencesR. Stock, R. Pippan. Rail grade dependent damage behaviour–Characteristics and damage formation hypothesis, Wear 314 (1–2), 44–50, 2014.spa
dc.relation.referencesA. Kumar, G. Agarwal, R. Petrov, S.Goto, J. Sietsma, M. Herbig. Microstructural evolution of white and brown etching layers in pearlitic rail steels, Acta Materialia 171 (2019) 48 – 64, 2019.spa
dc.relation.referencesH. Ding, J. Yang, W. Wang, Q. Liu, J. Guo, Z. Zhou. Wear mechanisms of abrasive wheel for rail facing grinding, Wear 504-505, 204421, 2022.spa
dc.relation.referencesK. Zhou, H Ding, M, Steenbergen, W. Wang, J Guo, Q. Liu.Temperature field and material response as a function of rail grinding parameters, International Journal of Heat and Mass Transfer 175, 121366, 2021.spa
dc.relation.referencesP. Merino, S. Bouvier, S. Cazottes, J. Marteau, V. Lafil´, Y. Berthier. How to reproduce a mechanical white etching layer (WEL) on rail surface thanks to a new experimental wheel-rail contact test bench, Wear 482–483, 203945, 2021.spa
dc.relation.referencesB. Hieu, A. Al-Juboori, H. Zhu, Q. Zhu, H. Li, K. Tieu. Formation mechanism and evolution of white etching layers on different rail grades, International Journal of Fatigue 163, 107100, 2022.spa
dc.relation.referencesL. Wilches, L. Wang, B. Mellor, A. Schwedt, J. Mayer, W. Holweger. Characterisation of white etching structures formed in annealed AISI 52100 through High Pressure Torsion (HPT), Tribology International 184, 108432, 2023.spa
dc.relation.referencesL. Wilches, L Wang, B. Mellor, Y Huang. White etching structures in annealed 52100 bearing steel arising from high-pressure torsion tests, Tribology International 164, 10718 , 2022.spa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.rights.licenseAtribución-NoComercial-SinDerivadas 4.0 Internacionalspa
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/spa
dc.subject.ddc380 - Comercio , comunicaciones, transporte::385 - Transporte ferroviariospa
dc.subject.ddc620 - Ingeniería y operaciones afines::625 - Ingeniería de ferrocarriles y de carreteraspa
dc.subject.lembMetro (Sistema de transporte) - Medellín (Colombia)
dc.subject.lembTransporte ferroviario - Medellín (Colombia)
dc.subject.lembRieles - Esmerilado
dc.subject.lembMetro (Sistema de transporte) - Mantenimiento y reparación
dc.subject.lembFatiga de materiales
dc.subject.lembResistencia de materiales
dc.subject.proposalEsmerilado de rielesspa
dc.subject.proposalCapa blancaspa
dc.subject.proposalFatiga por contacto de rodaduraspa
dc.subject.proposalEnsayos disco-discospa
dc.subject.proposalAgrietamientospa
dc.subject.proposalRail grindingfra
dc.subject.proposalWhite Etching Layer (WEL)eng
dc.subject.proposalRolling contact fatigueeng
dc.subject.proposalTwin-disc testsfra
dc.subject.proposalcrackingeng
dc.titleInfluencia de las condiciones de esmerilado sobre la aparición de capa blanca en rieles tipo R400HT para uso en el Metro de Medellínspa
dc.title.translatedInfluence of grinding conditions on the formation of the white layer in R400HT rails for use in the Metro de Medellíneng
dc.typeTrabajo de grado - Maestríaspa
dc.type.coarhttp://purl.org/coar/resource_type/c_bdccspa
dc.type.coarversionhttp://purl.org/coar/version/c_ab4af688f83e57aaspa
dc.type.contentTextspa
dc.type.driverinfo:eu-repo/semantics/masterThesisspa
dc.type.redcolhttp://purl.org/redcol/resource_type/TMspa
dc.type.versioninfo:eu-repo/semantics/acceptedVersionspa
dcterms.audience.professionaldevelopmentEstudiantesspa
dcterms.audience.professionaldevelopmentInvestigadoresspa
dcterms.audience.professionaldevelopmentMaestrosspa
dcterms.audience.professionaldevelopmentPúblico generalspa
oaire.accessrightshttp://purl.org/coar/access_right/c_abf2spa

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