dc.contributorBarchiesi, Emilio
dc.contributorLeón Trujillo, Francisco James
dc.creatorTran, C. A.
dc.creatorBarchiesi, Emilio
dc.creatorPlacidi, L.
dc.creatorLeón Trujillo, Francisco James
dc.date.accessioned2024-01-11T15:50:17Z
dc.date.accessioned2024-05-08T12:56:24Z
dc.date.available2024-01-11T15:50:17Z
dc.date.available2024-05-08T12:56:24Z
dc.date.created2024-01-11T15:50:17Z
dc.date.issued2021
dc.identifierTran, C.A., Barchiesi, E., Placidi, L., & León Trujillo, F. J, (2021). A block-based variational elasto-damage model for masonry analysis inspired from granular micromechanics: Preliminary study. Mechanics Research Communications, 118. https://doi.org/10.1016/j.mechrescom.2021.103802
dc.identifier0093-6413
dc.identifierhttps://hdl.handle.net/20.500.12724/19554
dc.identifierMechanics Research Communications
dc.identifierhttps://doi.org/10.1016/j.mechrescom.2021.103802
dc.identifier2-s2.0-85119901818
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/9355069
dc.description.abstractWe develop a new block-based elasto-damage model for describing masonry structures. The constitutive elastic and damage behavioural laws used within the proposed approach are inspired from those employed in the recent literature in granular micromechanics. Adaptations have been made in many respects, notably the inclusion of impenetrability constraints through energy barriers. The analysis carried out in this paper proves that realistic masonry deformation modes can be obtained.
dc.languageeng
dc.publisherElsevier
dc.publisherGB
dc.relationurn:issn: 0093-6413
dc.rightsinfo:eu-repo/semantics/restrictedAccess
dc.sourceRepositorio Institucional - Ulima
dc.sourceUniversidad de Lima
dc.subjectEstructuras (Construcción)
dc.subjectElasticidad
dc.subjectStructures (Construction)
dc.subjectElasticity
dc.titleA block-based variational elasto-damage model for masonry analysis inspired from granular micromechanics: Preliminary study
dc.typeinfo:eu-repo/semantics/article


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