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Fast and reliable non-linear heterogeneous FE approach for the analysis of FRP-reinforced masonry arches

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Fast and reliable non-linear heterogeneous FE approach for the analysis of FRP-reinforced masonry arches

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dc.contributor.author Bertolesi, Elisa es_ES
dc.contributor.author Milani, Gabriele es_ES
dc.contributor.author Fedele, Roberto es_ES
dc.date.accessioned 2018-09-17T08:19:25Z
dc.date.available 2018-09-17T08:19:25Z
dc.date.issued 2016 es_ES
dc.identifier.issn 1359-8368 es_ES
dc.identifier.uri http://hdl.handle.net/10251/107430
dc.description.abstract [EN] A simple and reliable finite element model is presented, specifically conceived for the analysis of FRP-reinforced masonry arches. The approach proposed relies on the reduction of mortar joints to interfaces exhibiting a non-linear holonomic behaviour under mixed mode conditions, whilst bricks are discretized by means of four-noded elements remaining linearly elastic up to failure. The FRP reinforcements glued at the intrados or at the extrados are modelled by means of truss bar 2-node elements connecting contiguous nodes of the discretized support, with elastic-brittle behaviour in tension and no strength in compression. The predictions provided by the plane stress model, exploiting also the Italian CNR Recommendations for the engineering practice, are validated against some recent experimental results concerning circular and parabolic masonry arches reinforced by glass and carbon FRP. es_ES
dc.language Inglés es_ES
dc.publisher Elsevier es_ES
dc.relation.ispartof Composites Part B Engineering es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Fibres es_ES
dc.subject Carbon fibre es_ES
dc.subject Finite element analysis (FEA) es_ES
dc.subject Numerical analysis es_ES
dc.subject Masonry arches es_ES
dc.title Fast and reliable non-linear heterogeneous FE approach for the analysis of FRP-reinforced masonry arches es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1016/j.compositesb.2015.11.005 es_ES
dc.rights.accessRights Cerrado es_ES
dc.description.bibliographicCitation Bertolesi, E.; Milani, G.; Fedele, R. (2016). Fast and reliable non-linear heterogeneous FE approach for the analysis of FRP-reinforced masonry arches. Composites Part B Engineering. 88:189-200. doi:10.1016/j.compositesb.2015.11.005 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion https://doi.org/10.1016/j.compositesb.2015.11.005 es_ES
dc.description.upvformatpinicio 189 es_ES
dc.description.upvformatpfin 200 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 88 es_ES
dc.relation.pasarela 357054 es_ES


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