Mostra el registre d'ítem simple

dc.contributor.authorSegura Domingo, Jorge
dc.contributor.authorPelà, Luca
dc.contributor.authorRoca Fabregat, Pedro
dc.contributor.authorCabané Cañas, Albert
dc.contributor.otherUniversitat Politècnica de Catalunya. Doctorat en Enginyeria de la Construcció
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2019-09-10T14:46:05Z
dc.date.available2021-08-27T00:26:12Z
dc.date.issued2019-12
dc.identifier.citationSegura, J. [et al.]. Experimental analysis of the size effect on the compressive behaviour of cylindrical samples core-drilled from existing brick masonry. "Construction and building materials", Desembre 2019, vol. 228, p. 116759-1-116759-13.
dc.identifier.issn0950-0618
dc.identifier.otherhttps://www.researchgate.net/publication/335609578_Experimental_analysis_of_the_size_effect_on_the_compressive_behaviour_of_cylindrical_samples_core-drilled_from_existing_brick_masonry
dc.identifier.urihttp://hdl.handle.net/2117/168111
dc.description.abstractThis paper presents the results of an experimental programme about the evaluation of the size effect on the compressive behaviour of cylindrical samples of existing masonry. The study focuses on the in-situ coring and experimental testing of core specimens with 150 mm and 90 mm diameter. The 150 mm cylinder, recurrent in minor destructive evaluation of the compressive strength of existing masonry, includes four brick pieces, two mortar beds and one head joint. The 90 mm specimen includes one mortar bed and two segments of brick, and inflicts less damage on the inspected structural member due to its lower invasivity. The experimental research investigates the size effect on four different types of clay brick masonry. The first type was built in the laboratory using historical-like materials. The other three types of masonry belong to structural walls of existing historical buildings. The combination of experimental results from laboratory controlled materials and existing historical members shows that the size of the cylindrical specimen has regular effect on the compressive strength and the Young’s modulus. The consistent relationship found between the compressive strengths of the 150 mm and 90 mm core samples allows the use of the latter specimen for a more respectful inspection of existing structural masonry.
dc.language.isoeng
dc.publisherElsevier
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 Spain
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
dc.subject.lcshMasonry--Testing
dc.subject.otherMDT
dc.subject.otherCore drilling
dc.subject.otherIn-situ sampling
dc.subject.otherMasonry
dc.subject.otherClay brick
dc.subject.otherLime mortar
dc.subject.otherCompressive strength
dc.subject.otherYoung’s modulus
dc.subject.otherSize effect
dc.subject.otherHistorical buildings
dc.titleExperimental analysis of the size effect on the compressive behaviour of cylindrical samples core-drilled from existing brick masonry
dc.typeArticle
dc.subject.lemacEstructures de murs
dc.contributor.groupUniversitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.identifier.doi10.1016/j.conbuildmat.2019.116759
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/abs/pii/S0950061819321774
dc.rights.accessOpen Access
local.identifier.drac25820428
dc.description.versionPostprint (author's final draft)
dc.relation.projectidinfo:eu-repo/grantAgreement/MINECO//BIA2015-63882-P/ES/TECNICAS MULTIESCALA PARA EL ANALISIS EXPERIMENTAL Y NUMERICO DE LA FIABILIDAD DE LAS ESTRUCTURAS DE OBRA DE FABRICA/
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/
local.citation.authorSegura, J.; Pelà, L.; Roca, P.; Cabane, A.
local.citation.publicationNameConstruction and building materials
local.citation.volume228
local.citation.startingPage116759-1
local.citation.endingPage116759-13


Fitxers d'aquest items

Thumbnail

Aquest ítem apareix a les col·leccions següents

Mostra el registre d'ítem simple