Experimental and Numerical Assessment of the In-Plane Behaviour of PG-RM Walls with Openings
dc.catalogador | aba | |
dc.contributor.author | Vargas Carvajal, Laura Andrea | |
dc.contributor.author | Sandoval Mandujano, Cristian | |
dc.contributor.author | Bertolesi, Elisa | |
dc.contributor.author | Tarque, Nicola | |
dc.contributor.author | Calderón, Sebastián | |
dc.date.accessioned | 2025-04-01T16:11:02Z | |
dc.date.available | 2025-04-01T16:11:02Z | |
dc.date.issued | 2025 | |
dc.description.abstract | This paper investigates how openings affect the in-plane response of partially grouted masonry (PG-RM) walls. The effect of the openings was assessed regarding shear capacity and failure mode through the cyclic test of four façadetype walls constructed with different opening sizes and with and without asymmetry. The results show that the shear capacity decreases with the opening’s height or width increment. It is also observed that geometric asymmetry generates differences between the lateral resistances of both in-plane loading directions. In addition, a two-dimensional finite element macro model using Abaqus was validated against the experimental results. The numerical strategy implemented satisfactorily represented the shear strength and failure mode of the tested walls. Considering the high complexity of representing the PG-RM behaviour, the proposed model is suitable for reproducing the PG-RM walls’ shear resistance and could be subsequently used further to investigate the effect of openings with different configurations. | |
dc.description.funder | FONDECYT; Folio: 1221407 | |
dc.description.funder | FONDEF; Folio: IDea ID17I20264 | |
dc.description.funder | CONICYTPFCHA/Doctorado: Folio: Nacional/2019–2119118 | |
dc.description.funder | Computational Mechanics Group (UPM) | |
dc.format.extent | 18 páginas | |
dc.fuente.origen | ORCID | |
dc.identifier.doi | 10.1007/978-3-031-73310-9_35 | |
dc.identifier.eisbn | 978-3-031-73310-9 | |
dc.identifier.eissn | 2366-2565 | |
dc.identifier.isbn | 978-3-031-73309-3 | |
dc.identifier.issn | 2366-2557 | |
dc.identifier.uri | https://doi.org/10.1007/978-3-031-73310-9_35 | |
dc.identifier.uri | https://repositorio.uc.cl/handle/11534/103096 | |
dc.information.autoruc | Escuela de Ingeniería; Vargas Carvajal, Laura Andrea; S/I; 1080940 | |
dc.information.autoruc | Escuela de Ingeniería; Sandoval Mandujano, Cristian; 0000-0002-3639-5126; 1010864 | |
dc.language.iso | en | |
dc.lugar.publicacion | Cham, Switzerland | |
dc.nota.acceso | contenido parcial | |
dc.pagina.final | 500 | |
dc.pagina.inicio | 483 | |
dc.publisher | Springer | |
dc.rights | acceso restringido | |
dc.subject | Partially grouted | |
dc.subject | Reinforced masonry | |
dc.subject | Macro-modelling | |
dc.subject | Opening effect | |
dc.subject | In-plane testing | |
dc.subject.ddc | 620 | |
dc.subject.dewey | Ingeniería | es_ES |
dc.title | Experimental and Numerical Assessment of the In-Plane Behaviour of PG-RM Walls with Openings | |
dc.type | capítulo de libro | |
sipa.codpersvinculados | 1080940 | |
sipa.codpersvinculados | 1010864 | |
sipa.trazabilidad | ORCID;2025-03-03 |