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dc.contributor.authorRomero Sedó, A. M.
dc.contributor.authorArrué Burillo, Paloma
dc.contributor.authorRomero Miquel, J. F.
dc.contributor.authorPonz Carcelen, R.
dc.date.accessioned2026-07-01T08:02:03Z
dc.date.available2026-07-01T08:02:03Z
dc.date.issued2020
dc.identifier.citationRomero Sedó, A. M., Arrué Burillo, P., Romero Miquel, J. F., y Ponz Carcelen, R. (2020). Mechanical Study to Collapse in Large Potable Water Supply Pipes. En Proceedings from the International Congress on Project Management and Engineering; 24th International Congress on Project Management and Engineering, CIDIP 2020 (pp. 532-544). Asociacion Espanola de Direccion e Ingenieria de Proyectos (AEIPRO). https://www.scopus.com/inward/record.uri?eid=2-s2.0-85150705357ypartnerID=40ymd5=4c80211e1827808897cc1dec8bae59f7es
dc.identifier.isbn26955067; 9788409211289 (ISBN)
dc.identifier.urihttp://hdl.handle.net/20.500.12251/5963
dc.description.abstractThe Polytechnic University of Valencia works together with EMIMET through a research agreement, whose objective is to perform the mechanical calculation of new buried pipes collapsing for the supply of drinkable water. The objective is to determine the minimum thickness of the steel pipes to be installed buried, as well as the working and service limit conditions. The mechanical behaviour and collapse of pipes with and without traffic loads and inside a sheath is studied. The calculations have been made through mathematical finite element modeling (MEF) and the calculation of the critical pressure using the equations of the American Water Works Association. The results obtained have been the stresses, deformations, safety coefficients and minimum thicknesses of the pipes. © 2020 by the authors. Licensee AEIPRO, Spaines
dc.language.isospaes
dc.publisherAsociación Española de Dirección e Ingeniería de Proyectos (AEIPRO)es
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.titleEstudio mecánico del colapso en tuberías de gran diámetro para el suministro de agua potablees
dc.title.alternativeMechanical Study to Collapse in Large Potable Water Supply Pipesen
dc.typeconferenceObject
dc.identifier.urlhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85150705357&partnerID=40&md5=4c80211e1827808897cc1dec8bae59f7
dc.journal.titleProceedings from the International Congress on Project Management and Engineering; 24th International Congress on Project Management and Engineering, CIDIP 2020es
dc.page.initial532es
dc.page.final544es
dc.rights.accessRightsopenAccesses
dc.subject.keywordAceroes
dc.subject.keywordAgua potablees
dc.subject.keywordResistencia mecánicaes
dc.subject.unesco1203.26 Simulaciónes
dc.subject.unesco5802 Organización y Planificación de la Educaciónes
dc.subject.unesco3305.32 Ingeniería de Estructurases
dc.subject.unesco3305.33 Resistencia de Estructurases
dc.subject.unesco2205.09 Mecánica de Sólidoses


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