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Development of an interface numerical model for C-FRPs applied on flat and curved masonry pillars

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Development of an interface numerical model for C-FRPs applied on flat and curved masonry pillars

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Nombre: Milani;Fagone;Rotunno ...
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dc.contributor.author Milani, Gabriele es_ES
dc.contributor.author Fagone, Mario es_ES
dc.contributor.author Rotunno, Tommaso es_ES
dc.contributor.author Grande, Ernesto es_ES
dc.contributor.author Bertolesi, Elisa es_ES
dc.date.accessioned 2021-03-01T08:09:14Z
dc.date.available 2021-03-01T08:09:14Z
dc.date.issued 2020-06-01 es_ES
dc.identifier.issn 0263-8223 es_ES
dc.identifier.uri http://hdl.handle.net/10251/162584
dc.description.abstract [EN] A novel interface numerical model for the incremental analysis of the debonding phenomenon of Carbon Fiber Reinforced Polymer (C-FRP) reinforcements externally applied on flat and curved masonry pillars is presented. The interface tangential stress-slip behavior is suitably described by a C¿ exponential function, that accounts for the ductility and residual strength variation due to the presence of interfacial normal stresses, according to a frictional-cohesive relationship. Such dependence is particularly important when dealing with C-FRP reinforcements applied to masonry curved structures (i.e. arches and vaults). The smooth interface relationship here adopted allows to deal with a boundary value problem for a system of second order differential equations, representing a standard delamination problem, without singularities. Consequently, an easy and robust numerical solution algorithm based on a standard finite differences approach can be adopted. The model is validated against some experimental and numerical results obtained previously by the authors and concerning shear-lap bond tests of flat and curved masonry pillars reinforced by C-FRP sheets. The obtained results underline an excellent robustness and reliability of the experimental global and local behavior. es_ES
dc.language Inglés es_ES
dc.publisher Elsevier es_ES
dc.relation.ispartof Composite Structures es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Masonry es_ES
dc.subject Arches and vaults es_ES
dc.subject C-C-FRP reinforcement es_ES
dc.subject Non-linear boundary value problem for ODEs es_ES
dc.subject Debonding es_ES
dc.subject Curved substrates es_ES
dc.title Development of an interface numerical model for C-FRPs applied on flat and curved masonry pillars es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1016/j.compstruct.2020.112074 es_ES
dc.rights.accessRights Cerrado es_ES
dc.description.bibliographicCitation Milani, G.; Fagone, M.; Rotunno, T.; Grande, E.; Bertolesi, E. (2020). Development of an interface numerical model for C-FRPs applied on flat and curved masonry pillars. Composite Structures. 241:1-19. https://doi.org/10.1016/j.compstruct.2020.112074 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion https://doi.org/10.1016/j.compstruct.2020.112074 es_ES
dc.description.upvformatpinicio 1 es_ES
dc.description.upvformatpfin 19 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 241 es_ES
dc.relation.pasarela S\406562 es_ES
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