dc.creator | Rodríguez-Mayorga, Esperanza | es |
dc.creator | Hortigón Fuentes, Beatriz | es |
dc.creator | Fernández Ancio, Fernando | es |
dc.date.accessioned | 2024-09-13T09:46:38Z | |
dc.date.available | 2024-09-13T09:46:38Z | |
dc.date.issued | 2021-11-01 | |
dc.identifier.citation | Rodríguez-Mayorga, E., Hortigón Fuentes, B. y Fernández Ancio, F. (2021). Analysis of the main geometrical characteristics that affect the bonding of ribs in rebars thinly covered to repair masonry structures. Engineering Structures, 246 (113027). https://doi.org/10.1016/j.engstruct.2021.113027. | |
dc.identifier.issn | 0141-0296 | es |
dc.identifier.issn | 1873-7323 | es |
dc.identifier.uri | https://hdl.handle.net/11441/162464 | |
dc.description.abstract | The use of stainless steel rebars in the repair of masonry structures is widespread and has traditionally produced excellent results. In these cases, rebars usually present diameters of below 8 mm covered with thin layers of mortar or grout. Research is necessary to characterise bonding under these particular conditions, hitherto unavailable. In this research, the geometry of ribs is parameterised and later analysed through the Finite Element Method. To this end, the Microplane model and Cohesive zone model are employed. Based on the numerical results, the geometrical aspects of the ribs that mostly affect bonding are identified and discussed. | es |
dc.format | application/pdf | es |
dc.format.extent | 32 p. | es |
dc.language.iso | eng | es |
dc.publisher | Elsevier | es |
dc.relation.ispartof | Engineering Structures, 246 (113027). | |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 Internacional | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | * |
dc.subject | Masonry repair | es |
dc.subject | Stainless-steel rebars | es |
dc.subject | Rib shape | es |
dc.subject | Bonding | es |
dc.subject | Geometrical parameterisation | es |
dc.subject | FEM 38 analysis | es |
dc.subject | Microplane model | es |
dc.subject | Cohesive zone model | es |
dc.subject | Rib optimisation | es |
dc.subject | Multilinear regression analysis | es |
dc.title | Analysis of the main geometrical characteristics that affect the bonding of ribs in rebars thinly covered to repair masonry structures | es |
dc.type | info:eu-repo/semantics/article | es |
dc.type.version | info:eu-repo/semantics/acceptedVersion | es |
dc.rights.accessRights | info:eu-repo/semantics/openAccess | es |
dc.contributor.affiliation | Universidad de Sevilla. Departamento de Estructuras de Edificación e Ingeniería del Terreno | es |
dc.contributor.affiliation | Universidad de Sevilla. Departamento de Mecánica de Medios Continuos y Teoría de Estructuras | es |
dc.relation.projectID | PGC2018-098185-A-I100 | es |
dc.relation.publisherversion | https://www.sciencedirect.com/science/article/abs/pii/S014102962101169X | es |
dc.identifier.doi | 10.1016/j.engstruct.2021.113027 | es |
dc.contributor.group | Universidad de Sevilla. TEP245: Ingeniería de las Estructuras | es |
dc.contributor.group | Universidad de Sevilla. TEP206: Sath Sostenibilidad en Arquitectura, Tecnología y Patrimonio: Materialidad y Sistemas Constructivos | es |
dc.contributor.group | Universidad de Sevilla. TEP963: Ingeniería de Estructuras y Materiales | es |
dc.journaltitle | Engineering Structures | es |
dc.publication.volumen | 246 | es |
dc.publication.issue | 113027 | es |
dc.contributor.funder | European Commission (EC). Fondo Europeo de Desarrollo Regional (FEDER) | es |
dc.contributor.funder | Agencia Estatal de Investigación. España | es |