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dc.contributor.authorPomares Torres, Juan Carlos
dc.contributor.authorGonzález Sánchez, A.
dc.contributor.authorPereiro Barcelo, Javier
dc.contributor.authorSaura Gómez, Pascual
dc.contributor.authorTorres, B.
dc.date.accessioned2023-07-11T06:22:58Z
dc.date.available2023-07-11T06:22:58Z
dc.date.issued2022
dc.identifier.citationPomares Torres, J. C., González Sánchez, A., Pereiro Barceló, J., Saura Gómez, P. y Torres, B. (2022). Strength capacity of prismatic specimens for masonry constructions made of concrete voussoirs. Structural Concrete, 23(5), 2878-2894. https://doi.org/10.1002/suco.202100573es
dc.identifier.issn1464-4177
dc.identifier.urihttp://hdl.handle.net/20.500.12251/2930
dc.description.abstractThis research shows the results of an experimental campaign of masonry specimens tested until failure. The masonry is made of special voussoirs for the construction of arches and vaults. The voussoirs were made of plain concrete. The experimental campaign focused on obtaining the flexural and the compressive strength of this type of masonry specimens. Specimens were subjected to compressive loads with different eccentricities to obtain the axial load–bending moment interaction diagrams, which indicate the strength of these pieces against eccentric compression. The ultimate purpose of this research is to foresee the behavior of structural elements, such as arches and lowered vaults with a circular directrix, built using this type of voussoirs. These structural elements aim to reintroduce anti-funicular structural elements in bridges, culvert, tunnel, floor, and roof of buildings. Constructions that solve the basic needs of the population in any country. This innovative idea on a new block geometry, designed specifically for construction of arches, allows covering distances up to 6–7 m. The use of steel is not necessary; therefore, the risk of corrosion is eliminated. Finally, a study on the use of this new masonry type on the statics of arches is assessed. © 2022 The Authors. Structural Concrete published by John Wiley & Sons Ltd on behalf of International Federation for Structural Concrete.en
dc.language.isoenges
dc.publisherERNST & SOHNes
dc.titleStrength capacity of prismatic specimens for masonry constructions made of concrete voussoirsen
dc.typearticlees
dc.identifier.doi10.1002/suco.202100573
dc.identifier.urlhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85127452517&doi=10.1002%2fsuco.202100573&partnerID=40&md5=d685969c282f79b7467c44e6d75183a7
dc.issue.number5
dc.journal.titleStructural Concrete
dc.page.initial2878es
dc.page.final2894es
dc.subject.keywordProbetas -ensayos-es
dc.subject.keywordMamposteríaes
dc.subject.keywordDovelases
dc.subject.keywordArco -construcción-es
dc.subject.keywordBóvedaes
dc.subject.keywordHormigón prefabricadoes
dc.subject.keywordEnsayos (propiedades o materiales)es
dc.subject.keywordResistencia mecánicaes
dc.subject.unesco3305.33 Resistencia de Estructurases
dc.subject.unesco3312.08 Propiedades de Los Materialeses
dc.subject.unesco3312.12 Ensayo de Materialeses
dc.subject.unesco3312.09 Resistencia de Materialeses
dc.subject.unesco3305.05 Tecnología del Hormigónes
dc.volume.number23


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