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Validation of a Hemi-Variational Block-Based Approach to the Modelling of Common In-plane Failures in Masonry Structures

dc.contributor.authorTorres Espino, José Manuel
dc.contributor.authorEspinoza Sandoval, Jaime Heman
dc.contributor.authorTran, Chuong Anthony
dc.contributor.authorFedele, Roberto
dc.contributor.authorTurco, Emilio
dc.contributor.authordell’Isola, Francesco
dc.contributor.authorPlacidi, Luca
dc.contributor.authorMisra, Anil
dc.contributor.authorLeón Trujillo, Francisco James
dc.contributor.authorBarchiesi, Emilio
dc.contributor.otherEspinoza Sandoval, Jaime Heman
dc.contributor.otherLeón Trujillo, Francisco James
dc.contributor.otherBarchiesi, Emilio
dc.date.accessioned2023-05-05T16:51:21Z
dc.date.available2023-05-05T16:51:21Z
dc.date.issued2023
dc.identifier.citationTorres Espino, J. M., Espinoza Sandoval, J. H., Tran, C. A., Fedele, R., Turco, E., dell’Isola, F., Placidi, L., Misra, A., León Trujillo, F. J. & Barchiesi, E. (2023). Validation of a Hemi-Variational Block-Based Approach to the Modelling of Common In-plane Failures in Masonry Structures. En H. Altenbach, A. Berezovski, F. dell'Isola & A. Porubov (Eds.), Sixty Shades of Generalized Continua: Dedicated to the 60th Birthday of Prof. Victor A. Eremeyev (Advanced Structured Materials, Vol. 170), pp. 191-210. Springer. https://doi.org/10.1007/978-3-031-26186-2_13es_PE
dc.identifier.urihttps://hdl.handle.net/20.500.12724/18134
dc.description.abstractNumerical simulations of several planar failure modes of masonry structures are presented, based on the model and solving code from a recent hemivariational block-based model inspired from granular micromechanics (Tran et al. [33]). The numerical tests include a comparison with literature results for a constant shearing load, a parametric study of the influence of mortar thickness, and the simulation of common failures such as bending, shear sliding, and rocking. The results show that the studied model is able to capture common failure modes. Conclusions and insights towards the extension of the studied model are then given.es_PE
dc.formatapplication/pdfes_PE
dc.language.isoenges_PE
dc.publisherSpringeres_PE
dc.relation.ispartofurn:issn:1869-8433
dc.rightsinfo:eu-repo/semantics/restrictedAccesses_PE
dc.sourceRepositorio Institucional - Ulimaes_PE
dc.sourceUniversidad de Limaes_PE
dc.subjectPendientees_PE
dc.titleValidation of a Hemi-Variational Block-Based Approach to the Modelling of Common In-plane Failures in Masonry Structureses_PE
dc.typeinfo:eu-repo/semantics/bookPartes_PE
dc.type.otherCapítulo de libro en Scopuses_PE
dc.publisher.countryDEes_PE
dc.subject.ocdehttps://purl.org/pe-repo/ocde/ford#2.01.00es_PE
dc.identifier.doihttps://doi.org/10.1007/978-3-031-26186-2_13
dc.contributor.studentTorres Espino, José Manuel
ulima.autor.afiliacionEspinoza Sandoval, Jaime Heman (Instituto de Investigación Científica, Universidad de Lima) (Scopus)es_PE
ulima.autor.afiliacionLeón Trujillo, Francisco James (Instituto de Investigación Científica, Universidad de Lima) (Scopus)es_PE
ulima.autor.afiliacionBarchiesi, Emilio (Instituto de Investigación Científica, Universidad de Lima) (Scopus)es_PE
ulima.autor.carreraEspinoza Sandoval, Jaime Heman (Ingeniería Civil)es_PE
ulima.autor.carreraLeón Trujillo, Francisco James (Ingeniería Civil)es_PE
ulima.autor.carreraBarchiesi, Emilio (No figura en la lista del año 2023)es_PE


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