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dc.contributor.authorLópez Carreño, Rubén-Daniel
dc.contributor.authorCarrascón Ortiz, Sergio
dc.contributor.authorAguado de Cea, Antonio
dc.contributor.authorPujadas Álvarez, Pablo
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria de Projectes i de la Construcció
dc.date.accessioned2020-06-16T12:15:50Z
dc.date.available2020-06-16T12:15:50Z
dc.date.issued2020-06
dc.identifier.citationLópez-Carreño, R.D. [et al.]. Mechanical connectors to enhance the interfacial debonding of concrete overlays. "Applied sciences", Juny 2020, vol. 10, núm. 11, p. 3876:1-3876:18.
dc.identifier.issn2076-3417
dc.identifier.urihttp://hdl.handle.net/2117/190875
dc.description.abstractConcrete bonded whitetoppings and overlays usually fail due to a loss of bond between the layers as a consequence of direct actions (traffic loads) or indirect actions (temperature differences or shrinkage in the layers). These actions generate stresses in the interface that may exceed the strength capacity of the union between layers. This paper proposed an innovative solution for this problem that consisted of placing mechanical connectors in the overlay interfaces to provide them with post-cracking strength and maintaining the monolithic response of the pavement. Three experimental programs on real-scale pavements with two types of mechanical connectors were studied under heavy traffic in terms of structural performance. Findings reveal that this technique might be an excellent solution to the problem of interfacial debonding.
dc.description.sponsorshipThe authors would like to thank the Spanish Ministry of Economy and Competitiveness for the financial support provided by the project “Desarrollo de Mejores Rehabilitaciones Locales en Infraestructuras (MERLIN)” (Subprograma INNPACTO) IPT-2012-0313-370000. Ministerio de Economía y Competitividad (Spain). The first author also wishes to thank the Agència de Gestió d’Ajuts Universitaris i de Recerca of the Generalitat de Catalunya and the European Social Fund of the European Union for their financial support provided by the FI-DGR grant.
dc.language.isoeng
dc.publisherMultidisciplinary Digital Publishing Institute
dc.rightsAttribution 3.0 Spain
dc.rights.urihttp://creativecommons.org/licenses/by/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Infraestructures i modelització dels transports::Transport per carretera
dc.subject.lcshPavements, Concrete
dc.subject.otherWhitetopping
dc.subject.otherConcrete overlay
dc.subject.otherPavements
dc.subject.otherDebonding
dc.subject.otherPost-cracking strength
dc.subject.otherScrews-connectors
dc.titleMechanical connectors to enhance the interfacial debonding of concrete overlays
dc.typeArticle
dc.subject.lemacPaviments de formigó
dc.contributor.groupUniversitat Politècnica de Catalunya. EC - Enginyeria de la Construcció
dc.identifier.doi10.3390/app10113876
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://www.mdpi.com/2076-3417/10/11/3876
dc.rights.accessOpen Access
local.identifier.drac28679019
dc.description.versionPostprint (published version)
dc.relation.projectidinfo:eu-repo/grantAgreement/MINECO//IPT-2012-0313-370000/ES/DESARROLLO DE MEJORES REHABILITACIONES LOCALES EN INFRAESTRUCTURAS (MERLIN)/
local.citation.authorLópez-Carreño, R.D.; Carrascón, S.; Aguado, A.; Pujadas, P.
local.citation.publicationNameApplied sciences
local.citation.volume10
local.citation.number11
local.citation.startingPage3876:1
local.citation.endingPage3876:18


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Attribution 3.0 Spain
Except where otherwise noted, content on this work is licensed under a Creative Commons license : Attribution 3.0 Spain