Towards efficient concrete structures with ultra-thin 3D printed formwork: exploring reinforcement strategies and optimisation

dc.contributor.affiliationDepartamento de Mecánica de los Medios Continuos y Teoría de Estructuras
dc.contributor.affiliationEscuela Técnica Superior de Ingeniería de Caminos, Canales y Puertos
dc.contributor.authorGebhard, Lukases_ES
dc.contributor.authorBurger, Jorises_ES
dc.contributor.authorMata Falcon, Jaime
dc.contributor.authorLloret-Fritschi, Enaes_ES
dc.contributor.authorGramazio, Fabioes_ES
dc.contributor.authorKohler, Matthiases_ES
dc.contributor.authorKaufmann, Walteres_ES
dc.contributor.funderSwiss National Science Foundationes_ES
dc.date.accessioned2025-04-01T10:27:13Z
dc.date.available2025-04-01T10:27:13Z
dc.date.issued2022-07-03es_ES
dc.description.abstract[EN] The Eggshell fabrication process combines the 3D printing of formwork with the simultaneous casting of a fast-hardening concrete. One limiting factor to reaching mass-market adoption is a suitable reinforcing strategy. In this study, a reinforcement strategy combining steel reinforcing bars with steel fibres is explored. A series of eight beams were produced using the Eggshell process or conventionally cast. The longitudinal reinforcement was provided by two reinforcing bars, and two types of fibres, either mixed with the concrete or placed and aligned between the cast concrete layers, were used as shear reinforcement. The results showed that combining conventional longitudinal reinforcement and fibres as shear reinforcement is a suitable strategy. These findings were applied to fabricate an optimised beam with a volume reduction of almost 50%. The structural performance of this beam was similar to the beam with a rectangular crosssection with the same reinforcement strategy showing the potential of Eggshell in combination with an innovative reinforcement strategy to produce material-efficient structural concrete elements.en_EN
dc.description.accrualMethodSes_ES
dc.description.bibliographicCitationGebhard, L.; Burger, J.; Mata Falcon, Jaime; Lloret-Fritschi, E.; Gramazio, F.; Kohler, M.; Kaufmann, W. (2022). Towards efficient concrete structures with ultra-thin 3D printed formwork: exploring reinforcement strategies and optimisation. Virtual and Physical Prototyping. 17(3):599-616. https://doi.org/10.1080/17452759.2022.2041873es_ES
dc.description.issue3es_ES
dc.description.sponsorshipThis work was funded by the Swiss National Science Foundation, within the National Centre for Competence in Research in Digital Fabrication (project number 51NF40-141853).es_ES
dc.description.upvformatpfin616es_ES
dc.description.upvformatpinicio599es_ES
dc.description.volume17es_ES
dc.identifier.doi10.1080/17452759.2022.2041873es_ES
dc.identifier.issn1745-2759es_ES
dc.identifier.urihttps://riunet.upv.es/handle/10251/220210
dc.languageIngléses_ES
dc.publisherTaylor & Francises_ES
dc.relation.ispartofVirtual and Physical Prototypinges_ES
dc.relation.pasarelaS\521084es_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/SNSF//51NF40-141853/es_ES
dc.relation.publisherversionhttps://doi.org/10.1080/17452759.2022.2041873es_ES
dc.rightsReconocimiento - No comercial - Sin obra derivada (by-nc-nd)es_ES
dc.rights.accessRightsAbiertoes_ES
dc.subjectDigital fabrication with concretees_ES
dc.subjectEggshelles_ES
dc.subjectReinforcement strategieses_ES
dc.subjectOptimisationes_ES
dc.subject3D printinges_ES
dc.subjectStructural concretees_ES
dc.titleTowards efficient concrete structures with ultra-thin 3D printed formwork: exploring reinforcement strategies and optimisationes_ES
dc.typeArtículoes_ES
dc.type.versioninfo:eu-repo/semantics/publishedVersiones_ES
dspace.entity.typePublicationes_ES
person.identifier238731
person.identifier.orcid0000-0001-8701-4410
relation.isAuthorOfPublicationcde35b6d-1037-4b58-b556-e2feb2974f36
relation.isAuthorOfPublication.latestForDiscoverycde35b6d-1037-4b58-b556-e2feb2974f36
relation.isOrgUnitOfPublicationbb7a9c47-f90e-44d5-bb8a-f29ddde89da9
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upv.uuid5a851b3e-6c77-4397-9f07-df9d2e0b00a9es_ES

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