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dc.contributor.authorSegura Domingo, Jorge
dc.contributor.authorBernat Masó, Ernest
dc.contributor.authorMendizábal Dinucci, Virginia Dolores
dc.contributor.authorPelà, Luca
dc.contributor.authorRoca Fabregat, Pedro
dc.contributor.authorGil Espert, Lluís
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria
dc.contributor.otherUniversitat Politècnica de Catalunya. Doctorat en Enginyeria Mecànica, Fluids i Aeronàutica
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2021-11-22T16:52:20Z
dc.date.issued2021-09-08
dc.identifier.citationSegura, J. [et al.]. Experimental comparison of two testing setups for characterizing the shear mechanical properties of masonry. "Journal of building engineering", 8 Setembre 2021, vol. 44, p. 103277:1-103277:13.
dc.identifier.issn2352-7102
dc.identifier.urihttp://hdl.handle.net/2117/356908
dc.description.abstractThe prediction of the structural capacity of masonry buildings against lateral loads requires an accurate characterization of the masonry strength and the general response under shear stresses. The experimental determination of shear strength parameters typically relies on shear tests on wallettes, or on standard triplets. Aiming to avoid the behavioural interpretation problems related with the existence of two mortar joints in triplets, this paper investigates the alternative possibility of testing simple couplet specimens. A direct experimental comparison was established with tests on the two specimen configurations (triplets and couplets) performed on two different types of masonry, both characterized by low strength mortars (hydraulic lime and cement based). The obtained results include the evaluation of Mohr-Coulomb parameters, residual shear strengths, second mode fracture energy, and secant shear modulus. The findings point out that couplets yield consistent experimental results and provide systematically higher estimations of all parameters compared to triplets.
dc.description.sponsorshipThe authors gratefully acknowledge the financial support from the Ministry of Science, Innovation and Universities of the Spanish Government (MCIU), the State Agency of Research (AEI), as well as that of the ERDF (European Regional Development Fund) through the project SEVERUS (Multilevel evaluation of seismic vulnerability and risk mitigation of masonry buildings in resilient historical urban centres, ref. num. RTI2018-099589-B-I00). Support from Secretaria d’Universitats i Investigació de la Generalitat de Catalunya through a predoctoral grant awarded to the first author is gratefully acknowledged. Support from Universitat Politècnica de Catalunya through a predoctoral grant awarded to the third author is also acknowledged. The authors wish to thank Paolo Casadei, José Luis Sánchez and Patricio Contreras from KERAKOLL for providing part of the materials used in the experimental campaign.
dc.language.isoeng
dc.publisherElsevier
dc.subjectÀrees temàtiques de la UPC::Edificació::Materials de construcció
dc.subject.lcshFreemasonry
dc.subject.lcshBrick houses
dc.subject.otherShear strength
dc.subject.otherTriplet test
dc.subject.otherCouplet test
dc.subject.otherMasonry
dc.subject.otherHydraulic lime mortar
dc.subject.otherClay brick
dc.subject.otherCohesion
dc.subject.otherFriction
dc.subject.otherFracture energy
dc.subject.otherDilatancy
dc.titleExperimental comparison of two testing setups for characterizing the shear mechanical properties of masonry
dc.typeArticle
dc.subject.lemacMaçoneria
dc.subject.lemacConstruccions de maó
dc.contributor.groupUniversitat Politècnica de Catalunya. LITEM - Laboratori per a la Innovació Tecnològica d'Estructures i Materials
dc.contributor.groupUniversitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.identifier.doi10.1016/j.jobe.2021.103277
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/abs/pii/S2352710221011359
dc.rights.accessRestricted access - publisher's policy
local.identifier.drac32048468
dc.description.versionPostprint (author's final draft)
dc.relation.projectidinfo:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/RTI2018-099589-B-I00/ES/EVALUACION MULTINIVEL DE LA VULNERABILIDADD SISMICA Y MITIGACION DE RIESGO DE EDIFICIOS DE OBRA DE FABRICA EN CENTROS URBANOS HISTORICOS RESILIENTES/
dc.date.lift2023-12
local.citation.authorSegura, J.; Bernat, E.; Mendizabal, V.; Pelà, L.; Roca, P.; Gil, L.
local.citation.publicationNameJournal of building engineering
local.citation.volume44
local.citation.startingPage103277:1
local.citation.endingPage103277:13
dc.description.sdgObjectius de Desenvolupament Sostenible::11 - Ciutats i Comunitats Sostenibles
dc.description.sdgObjectius de Desenvolupament Sostenible::11 - Ciutats i Comunitats Sostenibles::11.4 - Redoblar els esforços per a protegir i salvaguardar el patrimoni cultural i natural del món
dc.description.sdgObjectius de Desenvolupament Sostenible::13 - Acció per al Clima
dc.description.sdgObjectius de Desenvolupament Sostenible::13 - Acció per al Clima::13.1 - Enfortir la resiliència i la capacitat d’adaptació als riscos relacionats amb el clima i els desastres naturals a tots els països


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