Mostrar el registro sencillo del ítem
dc.contributor.author | Real Herraiz, Teresa Pilar | es_ES |
dc.contributor.author | Montalbán Domingo, María Laura | es_ES |
dc.contributor.author | Masanet Sendra, Claudio | es_ES |
dc.contributor.author | Real Herráiz, Julia Irene | es_ES |
dc.date.accessioned | 2017-09-22T07:00:04Z | |
dc.date.available | 2017-09-22T07:00:04Z | |
dc.date.issued | 2016-04 | |
dc.identifier.issn | 1464-4207 | |
dc.identifier.uri | http://hdl.handle.net/10251/87799 | |
dc.description.abstract | [EN] During asphalt mixture service life, its structural and physical capabilities deteriorate progressively. A modal analysis using impact hammer excitation technique is put forward to measure the damping factor instead of the commonly destructive test described in the standards. Concerning to this modal approach, an aging procedure is presented to obtain and compare the vibration attenuation capacity variation of the mixtures considering aging deterioration. In this research, this new procedure has been applied to asphalt concrete and stone mastic asphalt mixtures with different amounts of polyethylene terephthalete. It has been validated using results from four-point bending test. Finally, the results confirmed that asphalt mixtures with 0 2% of polyethylene terephthalete present better vibration attenuation capacity than mixtures without it, even when aging appeared. | es_ES |
dc.language | Inglés | es_ES |
dc.publisher | SAGE Publications | es_ES |
dc.relation.ispartof | Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications | es_ES |
dc.rights | Reserva de todos los derechos | es_ES |
dc.subject | Asphalt mixture | es_ES |
dc.subject | Oxidation | es_ES |
dc.subject | Polyethylene therephthalete | es_ES |
dc.subject | Waste material | es_ES |
dc.subject | Modal analysis | es_ES |
dc.subject.classification | PROYECTOS DE INGENIERIA | es_ES |
dc.subject.classification | MECANICA DE LOS MEDIOS CONTINUOS Y TEORIA DE ESTRUCTURAS | es_ES |
dc.subject.classification | INGENIERIA E INFRAESTRUCTURA DE LOS TRANSPORTES | es_ES |
dc.title | New laboratory procedure using a modal approach to obtain vibration attenuation properties of unaged and aged asphalt mixtures | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.1177/1464420715584095 | |
dc.rights.accessRights | Abierto | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Departamento de Ingeniería e Infraestructura de los Transportes - Departament d'Enginyeria i Infraestructura dels Transports | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Instituto Universitario de Matemática Multidisciplinar - Institut Universitari de Matemàtica Multidisciplinària | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil | es_ES |
dc.description.bibliographicCitation | Real Herraiz, TP.; Montalbán Domingo, ML.; Masanet Sendra, C.; Real Herráiz, JI. (2016). New laboratory procedure using a modal approach to obtain vibration attenuation properties of unaged and aged asphalt mixtures. Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications. 230(2):627-639. doi:10.1177/1464420715584095 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | http://doi.org/10.1177/1464420715584095 | es_ES |
dc.description.upvformatpinicio | 627 | es_ES |
dc.description.upvformatpfin | 639 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 230 | es_ES |
dc.description.issue | 2 | es_ES |
dc.relation.senia | 306341 | es_ES |
dc.identifier.eissn | 2041-3076 |