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dc.contributor.authorLópez López, David
dc.contributor.authorRoca Fabregat, Pedro
dc.contributor.authorLiew, Andrew
dc.contributor.authorVan Mele, Tom
dc.contributor.authorBlock, Philippe
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Tecnologia de l'Arquitectura
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2019-04-08T13:12:53Z
dc.date.available2019-04-08T13:12:53Z
dc.date.issued2019
dc.identifier.citationLópez López, D. [et al.]. Tile vaults as integrated formwork for reinforced concrete: Construction, experimental testing and a method for the design and analysis of two-dimensional structures. "Engineering structures", 2019, vol. 188, p. 233-248.
dc.identifier.issn0141-0296
dc.identifier.urihttp://hdl.handle.net/2117/131479
dc.description.abstractTile vaults are traditional, unreinforced masonry structures made of thin bricks (tiles), mortar and fast-setting cement or gypsum. They can be constructed without the need for a formwork, except at the boundaries, making them inherently economic. Tile vaults have historically provided a solution for the efficient construction of vaulted structures. Today, they can be used as permanent formwork for concrete shells, allowing for a significant reduction of the construction cost and waste produced, due to the possibility of reducing or even eliminating the need for traditional formwork. The concrete can be poured directly onto a tile-vaulted formwork to form a composite structure. This paper presents a technique for the construction of single-curvature shells consisting of a composite structure combining tile vaulting and reinforced concrete. A method for the design of these composite vaults and the assessment of their strength and stability against external loading is also presented. This method is based on limit analysis but takes into account the reinforcement’s contribution to the composite cross-section’s bending capacity. The equilibrium method is implemented computationally to provide fast results for the user. It provides graphical and intuitive results and opens the possibility for the future extension to fully three-dimensional problems. The design and structural analysis method is called Extended Limit Analysis for Reinforced Masonry (ELARM). Both the proposed construction technique and the computational method have been validated through experimental research. The feasibility of the building technique has been validated by the construction of two full-scale prototypes. In addition, the prototypes have been load-tested to failure to compare the results with those predicted by ELARM.
dc.format.extent16 p.
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::Arquitectura::Arquitectes
dc.subjectÀrees temàtiques de la UPC::Edificació::Elements constructius d'edificis::Elements estructurals d'edificis
dc.subjectÀrees temàtiques de la UPC::Edificació::Materials de construcció::Formigó
dc.subjectÀrees temàtiques de la UPC::Edificació::Materials de construcció::Materials ceràmics de construcció
dc.subject.lcshVaults (Architecture)
dc.subject.lcshTiles
dc.subject.lcshGuastavino, Rafael, 1842-1908
dc.subject.lcshBricks
dc.subject.otherCatalan vault
dc.subject.otherGuastavino vault
dc.subject.otherTile vault
dc.subject.otherMasonry
dc.subject.otherReinforced brick
dc.subject.otherFormwork
dc.subject.otherConcrete shell
dc.subject.otherLimit analysis
dc.subject.otherELARM
dc.titleTile vaults as integrated formwork for reinforced concrete: Construction, experimental testing and a method for the design and analysis of two-dimensional structures
dc.typeArticle
dc.subject.lemacVoltes (Arquitectura)
dc.subject.lemacGuastavino, Rafael, -- 1842-1908
dc.subject.lemacRajoles
dc.subject.lemacMaons
dc.subject.lemacencofrats
dc.contributor.groupUniversitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.identifier.doi10.1016/j.engstruct.2019.03.034
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S0141029618318844?dgcid=author
dc.rights.accessRestricted access - author's decision
drac.iddocument24003609
dc.description.versionPostprint (author's final draft)
upcommons.citation.authorLópez López, D.; Roca, P.; Liew, A.; Van Mele, T.; Block, P.
upcommons.citation.publishedtrue
upcommons.citation.publicationNameEngineering structures
upcommons.citation.volume188
upcommons.citation.startingPage233
upcommons.citation.endingPage248


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Except where otherwise noted, content on this work is licensed under a Creative Commons license: Attribution-NonCommercial-NoDerivs 3.0 Spain