Show simple item record

dc.contributor.authorSaloustros, Savvas
dc.contributor.authorCervera Ruiz, Miguel
dc.contributor.authorPelà, Luca
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2018-03-20T11:32:04Z
dc.date.available2019-06-01T02:31:17Z
dc.date.issued2017-06-14
dc.identifier.citationSaloustros, S., Cervera, M., Pelà, L. Tracking multi-directional intersecting cracks in numerical modelling of masonry shear walls under cyclic loading. "Meccanica", 14 Juny 2017, vol. 53, núm. 7, p. 1757-1776.
dc.identifier.issn0025-6455
dc.identifier.otherhttps://www.researchgate.net/publication/317429469_Tracking_multi-directional_intersecting_cracks_in_numerical_modelling_of_masonry_shear_walls_under_cyclic_loading
dc.identifier.urihttp://hdl.handle.net/2117/115442
dc.descriptionThe final publication is available at Springer via http://dx.doi.org/10.1007/s11012-017-0712-3
dc.description.abstractIn-plane cyclic loading of masonry walls induces a complex failure pattern composed of multiple diagonal shear cracks, as well as flexural cracks. The realistic modelling of such induced localized cracking necessitates the use of costly direct numerical simulations with detailed information on both the properties and geometry of masonry components. On the contrary, computationally efficient macro-models using standard smeared-crack approaches often result in a poor representation of fracture in the simulated material, not properly localized and biased by the finite element mesh orientation. This work proposes a possible remedy to these drawbacks of macro-models through the use of a crack-tracking algorithm. The macro-modelling approach results in an affordable computational cost, while the tracking algorithm aids the mesh-bias independent and localized representation of cracking. A novel methodology is presented that allows the simulation of intersecting and multi-directional cracks using tracking algorithms. This development extends the use of localized crack approaches using tracking algorithms to a wider field of applications exhibiting multiple, arbitrary and interacting cracking. The paper presents also a novel formulation including into an orthotropic damage model the description of irreversible deformations under shear loading. The proposed approach is calibrated through the comparison with an experimental test on a masonry shear wall against in-plane cyclic loading.
dc.format.extent20 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
dc.subject.lcshMasonry--Testing
dc.subject.otherContinuum damage mechanics
dc.subject.otherCrack-tracking
dc.subject.otherCyclic shear loading
dc.subject.otherIntersecting cracks
dc.subject.otherMasonry walls
dc.titleTracking multi-directional intersecting cracks in numerical modelling of masonry shear walls under cyclic loading
dc.typeArticle
dc.subject.lemacEstructures de murs -- Mètodes numèrics
dc.contributor.groupUniversitat Politècnica de Catalunya. RMEE - Grup de Resistència de Materials i Estructures en l'Enginyeria
dc.contributor.groupUniversitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.identifier.doi10.1007/s11012-017-0712-3
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://link.springer.com/article/10.1007/s11012-017-0712-3
dc.rights.accessOpen Access
drac.iddocument21087804
dc.description.versionPostprint (author's final draft)
dc.relation.projectidinfo:eu-repo/grantAgreement/MINECO/1PE/BIA2015-63882-P
upcommons.citation.authorSaloustros, S., Cervera, M., Pelà, L.
upcommons.citation.publishedtrue
upcommons.citation.publicationNameMeccanica
upcommons.citation.volume53
upcommons.citation.number7
upcommons.citation.startingPage1757
upcommons.citation.endingPage1776


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record

All rights reserved. This work is protected by the corresponding intellectual and industrial property rights. Without prejudice to any existing legal exemptions, reproduction, distribution, public communication or transformation of this work are prohibited without permission of the copyright holder