Tracking multi-directional intersecting cracks in numerical modelling of masonry shear walls under cyclic loading

The final publication is available at Springer via http://dx.doi.org/10.1007/s11012-017-0712-3

Detalles Bibliográficos
Autores: Saloustros, Savvas|||0000-0002-9513-8373, Cervera Ruiz, Miguel|||0000-0003-3437-6703, Pelà, Luca|||0000-0001-7760-8290
Tipo de recurso: artículo
Fecha de publicación:2018
País:España
Institución:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:inglés
OAI Identifier:oai:upcommons.upc.edu:2117/115442
Acceso en línea:https://hdl.handle.net/2117/115442
https://dx.doi.org/10.1007/s11012-017-0712-3
Access Level:acceso abierto
Palabra clave:Masonry--Testing
Continuum damage mechanics
Crack-tracking
Cyclic shear loading
Intersecting cracks
Masonry walls
Estructures de murs -- Mètodes numèrics
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
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spelling Tracking multi-directional intersecting cracks in numerical modelling of masonry shear walls under cyclic loadingSaloustros, Savvas|||0000-0002-9513-8373Cervera Ruiz, Miguel|||0000-0003-3437-6703Pelà, Luca|||0000-0001-7760-8290Masonry--TestingContinuum damage mechanicsCrack-trackingCyclic shear loadingIntersecting cracksMasonry wallsEstructures de murs -- Mètodes numèricsÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructuresThe final publication is available at Springer via http://dx.doi.org/10.1007/s11012-017-0712-3In-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.Peer Reviewed20182018-05-0120182018-03-20journal articlehttp://purl.org/coar/resource_type/c_6501AMhttp://purl.org/coar/version/c_ab4af688f83e57aainfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/2117/115442https://dx.doi.org/10.1007/s11012-017-0712-3reponame:UPCommons. Portal del coneixement obert de la UPCinstname:Universitat Politècnica de Catalunya (UPC)InglésengMinisterio de Economía y Competitividad http://doi.org/10.13039/501100003329 BIA2015-63882-P TECNICAS MULTIESCALA PARA EL ANALISIS EXPERIMENTAL Y NUMERICO DE LA FIABILIDAD DE LAS ESTRUCTURAS DE OBRA DE FABRICAopen accesshttp://purl.org/coar/access_right/c_abf2info:eu-repo/semantics/openAccessoai:upcommons.upc.edu:2117/1154422026-05-27T15:37:01Z
dc.title.none.fl_str_mv Tracking multi-directional intersecting cracks in numerical modelling of masonry shear walls under cyclic loading
title Tracking multi-directional intersecting cracks in numerical modelling of masonry shear walls under cyclic loading
spellingShingle Tracking multi-directional intersecting cracks in numerical modelling of masonry shear walls under cyclic loading
Saloustros, Savvas|||0000-0002-9513-8373
Masonry--Testing
Continuum damage mechanics
Crack-tracking
Cyclic shear loading
Intersecting cracks
Masonry walls
Estructures de murs -- Mètodes numèrics
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
title_short Tracking multi-directional intersecting cracks in numerical modelling of masonry shear walls under cyclic loading
title_full Tracking multi-directional intersecting cracks in numerical modelling of masonry shear walls under cyclic loading
title_fullStr Tracking multi-directional intersecting cracks in numerical modelling of masonry shear walls under cyclic loading
title_full_unstemmed Tracking multi-directional intersecting cracks in numerical modelling of masonry shear walls under cyclic loading
title_sort Tracking multi-directional intersecting cracks in numerical modelling of masonry shear walls under cyclic loading
dc.creator.none.fl_str_mv Saloustros, Savvas|||0000-0002-9513-8373
Cervera Ruiz, Miguel|||0000-0003-3437-6703
Pelà, Luca|||0000-0001-7760-8290
author Saloustros, Savvas|||0000-0002-9513-8373
author_facet Saloustros, Savvas|||0000-0002-9513-8373
Cervera Ruiz, Miguel|||0000-0003-3437-6703
Pelà, Luca|||0000-0001-7760-8290
author_role author
author2 Cervera Ruiz, Miguel|||0000-0003-3437-6703
Pelà, Luca|||0000-0001-7760-8290
author2_role author
author
dc.subject.none.fl_str_mv Masonry--Testing
Continuum damage mechanics
Crack-tracking
Cyclic shear loading
Intersecting cracks
Masonry walls
Estructures de murs -- Mètodes numèrics
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
topic Masonry--Testing
Continuum damage mechanics
Crack-tracking
Cyclic shear loading
Intersecting cracks
Masonry walls
Estructures de murs -- Mètodes numèrics
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
description The final publication is available at Springer via http://dx.doi.org/10.1007/s11012-017-0712-3
publishDate 2018
dc.date.none.fl_str_mv 2018
2018-05-01
2018
2018-03-20
dc.type.none.fl_str_mv journal article
http://purl.org/coar/resource_type/c_6501
AM
http://purl.org/coar/version/c_ab4af688f83e57aa
dc.type.openaire.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv https://hdl.handle.net/2117/115442
https://dx.doi.org/10.1007/s11012-017-0712-3
url https://hdl.handle.net/2117/115442
https://dx.doi.org/10.1007/s11012-017-0712-3
dc.language.none.fl_str_mv Inglés
eng
language_invalid_str_mv Inglés
language eng
dc.relation.none.fl_str_mv Ministerio de Economía y Competitividad http://doi.org/10.13039/501100003329 BIA2015-63882-P TECNICAS MULTIESCALA PARA EL ANALISIS EXPERIMENTAL Y NUMERICO DE LA FIABILIDAD DE LAS ESTRUCTURAS DE OBRA DE FABRICA
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
dc.rights.openaire.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv open access
http://purl.org/coar/access_right/c_abf2
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.source.none.fl_str_mv reponame:UPCommons. Portal del coneixement obert de la UPC
instname:Universitat Politècnica de Catalunya (UPC)
instname_str Universitat Politècnica de Catalunya (UPC)
reponame_str UPCommons. Portal del coneixement obert de la UPC
collection UPCommons. Portal del coneixement obert de la UPC
repository.name.fl_str_mv
repository.mail.fl_str_mv
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score 15,300724

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