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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.author | Torres Espino, José Manuel | |
dc.contributor.author | Espinoza Sandoval, Jaime Heman | |
dc.contributor.author | Tran, Chuong Anthony | |
dc.contributor.author | Fedele, Roberto | |
dc.contributor.author | Turco, Emilio | |
dc.contributor.author | dell’Isola, Francesco | |
dc.contributor.author | Placidi, Luca | |
dc.contributor.author | Misra, Anil | |
dc.contributor.author | León Trujillo, Francisco James | |
dc.contributor.author | Barchiesi, Emilio | |
dc.contributor.other | Espinoza Sandoval, Jaime Heman | |
dc.contributor.other | León Trujillo, Francisco James | |
dc.contributor.other | Barchiesi, Emilio | |
dc.date.accessioned | 2023-05-05T16:51:21Z | |
dc.date.available | 2023-05-05T16:51:21Z | |
dc.date.issued | 2023 | |
dc.identifier.citation | Torres 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_13 | es_PE |
dc.identifier.uri | https://hdl.handle.net/20.500.12724/18134 | |
dc.description.abstract | Numerical 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. | en_EN |
dc.format | application/pdf | |
dc.language.iso | eng | |
dc.publisher | Springer | |
dc.relation.ispartof | urn:issn:1869-8433 | |
dc.rights | info:eu-repo/semantics/restrictedAccess | * |
dc.source | Repositorio Institucional Ulima | |
dc.source | Universidad de Lima | |
dc.subject | Pendiente | es_PE |
dc.title | Validation of a Hemi-Variational Block-Based Approach to the Modelling of Common In-plane Failures in Masonry Structures | es_PE |
dc.type | info:eu-repo/semantics/bookPart | |
dc.type.other | Capítulo de libro en Scopus | |
dc.publisher.country | DE | |
dc.subject.ocde | https://purl.org/pe-repo/ocde/ford#2.01.00 | |
dc.identifier.doi | https://doi.org/10.1007/978-3-031-26186-2_13 | |
dc.contributor.student | Torres Espino, José Manuel | |
ulima.autor.afiliacion | Espinoza Sandoval, Jaime Heman (Instituto de Investigación Científica, Universidad de Lima) (Scopus) | es_PE |
ulima.autor.afiliacion | León Trujillo, Francisco James (Instituto de Investigación Científica, Universidad de Lima) (Scopus) | es_PE |
ulima.autor.afiliacion | Barchiesi, Emilio (Instituto de Investigación Científica, Universidad de Lima) (Scopus) | es_PE |
ulima.autor.carrera | Espinoza Sandoval, Jaime Heman (Ingeniería Civil) | es_PE |
ulima.autor.carrera | León Trujillo, Francisco James (Ingeniería Civil) | es_PE |
ulima.autor.carrera | Barchiesi, Emilio (No figura en la lista del año 2023) | es_PE |
dc.identifier.isni | 0000000121541816 |
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