Numerical analysis of fibre reinforced polymer retrofitted masonry panels

dc.creatorLuccioni, Bibiana Maria
dc.creatorRougier, Viviana C.
dc.date.accessioned2017-10-10T17:14:31Z
dc.date.accessioned2018-11-06T15:45:07Z
dc.date.available2017-10-10T17:14:31Z
dc.date.available2018-11-06T15:45:07Z
dc.date.created2017-10-10T17:14:31Z
dc.date.issued2012-12
dc.identifierLuccioni, Bibiana Maria; Rougier, Viviana C.; Numerical analysis of fibre reinforced polymer retrofitted masonry panels; Elsevier; Engineering Structures; 49; 12-2012; 360-372
dc.identifier0141-0296
dc.identifierhttp://hdl.handle.net/11336/26382
dc.identifierCONICET Digital
dc.identifierCONICET
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/1900595
dc.description.abstractThe numerical analysis of the in-plane mechanical behaviour of unreinforced and carbon fibre reinforced polymer (CFRP) retrofitted masonry walls, using a coupled damaged-plasticity model, is presented in this paper. The comparison of numerical and experimental results shows the model ability to simulate the inplane behaviour of masonry elements retrofitted with CFRP. Numerical analyses are carried out to verify the efficiency of the reinforcement with CFRP. Finally, the in-plane behaviour of real scale retrofitted walls is reproduced.
dc.languageeng
dc.publisherElsevier
dc.relationinfo:eu-repo/semantics/altIdentifier/doi/http://dx.doi.org/10.1016/j.engstruct.2012.10.032
dc.relationinfo:eu-repo/semantics/altIdentifier/url/http://www.sciencedirect.com/science/article/pii/S0141029612005500
dc.rightshttps://creativecommons.org/licenses/by-nc-nd/2.5/ar/
dc.rightsinfo:eu-repo/semantics/restrictedAccess
dc.subjectMASONRY
dc.subjectFIBRE REINFORCED POLYMERS
dc.subjectRETROFITTING
dc.subjectNUMERICAL MODEL
dc.titleNumerical analysis of fibre reinforced polymer retrofitted masonry panels
dc.typeArtículos de revistas
dc.typeArtículos de revistas
dc.typeArtículos de revistas


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