Experimental exploration of digitally fabricated connections for structural concrete

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.authorBichof, Patrickes_ES
dc.contributor.authorMata Falcon, Jaime
dc.contributor.authorBurger, Jorises_ES
dc.contributor.authorGebhard, Lukases_ES
dc.contributor.authorKaufmann, Walteres_ES
dc.contributor.funderSwiss National Science Foundationes_ES
dc.date.accessioned2024-11-05T19:05:54Z
dc.date.available2024-11-05T19:05:54Z
dc.date.issued2023-06-15es_ES
dc.description.abstract[EN] Connections are a persistent challenge for traditional reinforced concrete construction and even more for digital fabrication with concrete (DFC). The latter, on the other hand, opens up new possibilities for producing connections with tailored geometries and surface roughness. Based on the findings of an exploratory, experimental campaign, this paper discusses the design, fabrication and structural testing of digitally fabricated joints using the DFC technology Eggshell to 3D print the formwork for joint surfaces in an additive manufacturing process. The programme includes (i) unreinforced and reinforced construction joints whose joint surface texture was varied to control the roughness and (ii) digitally fabricated dry keyed joints with varying geometry. Both, the construction joints as well as the dry keyed joints, were produced using set-on-demand concrete with a relatively small maximum aggregate size of 0 to 4 mm ¿ i.e., strictly speaking, mortar rather than concrete ¿ as typically applied in DFC. The experimental campaign included thorough instrumentation: a 3D scan of the joint surface before testing and high-resolution digital image correlation (DIC) combined with distributed fibre optical sensing (DFOS) during testing. The deviations from the targeted surface geometry, determined with 3D scans, were below 2 mm, with a standard deviation between 0.4 mm and 0.7 mm for keyed joints. The high-resolution DIC allowed measuring the compressive strains locally at (i) the corrugation of unreinforced or reinforced construction joints and (ii) the key chamfer of dry joints and, hence, studying strain variations over the height of the joints and the efficiency of different keys with varying dimensions. Finally, the shear transfer capacity, evaluated in a push-off test setup, showed that all digitally fabricated joints met or even outperformed the requirements defined in pertinent design codes despite the smaller aggregate size.en_EN
dc.description.accrualMethodSes_ES
dc.description.bibliographicCitationBichof, P.; Mata Falcon, J.; Burger, J.; Gebhard, L.; Kaufmann, W. (2023). Experimental exploration of digitally fabricated connections for structural concrete. Engineering Structures. 285. https://doi.org/10.1016/j.engstruct.2023.115994es_ES
dc.description.sponsorshipThe authors thank Tena Galkovski, Nicola Gehri, Armin Bratschi, Siro Gianinazzi, and the IBK Structural Lab personnel for their support in executing and evaluating the experiments presented in this paper. Furthermore, the authors thank Robert Presl (Institute of Geodesy and Photogrammetry, Department of Civil, Environmental and Geomatic Engineering, ETH Zurich) for his support in performing and evaluating the joint surface scans. Finally, the authors thank Pietro De Zanet for his support in creating Fig. 4, Fig. C.6 and Fig. C.7. This research project was supported by the NCCR in Digital Fabrication and funded by the SNSF number 51NF40 141853) .es_ES
dc.description.volume285es_ES
dc.identifier.doi10.1016/j.engstruct.2023.115994es_ES
dc.identifier.issn0141-0296es_ES
dc.identifier.urihttps://riunet.upv.es/handle/10251/211309
dc.languageIngléses_ES
dc.publisherElsevieres_ES
dc.relation.ispartofEngineering Structureses_ES
dc.relation.pasarelaS\521517es_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/SNSF//51NF40-141853/es_ES
dc.relation.publisherversionhttps://doi.org/10.1016/j.engstruct.2023.115994es_ES
dc.rightsReconocimiento (by)es_ES
dc.rights.accessRightsAbiertoes_ES
dc.subjectDigital fabricationes_ES
dc.subjectConcrete structureses_ES
dc.subjectConnectionses_ES
dc.subjectConstruction jointses_ES
dc.subjectKeyed jointses_ES
dc.subjectMortares_ES
dc.subjectHigh-resolution instrumentationes_ES
dc.subject.classificationMECANICA DE LOS MEDIOS CONTINUOS Y TEORIA DE ESTRUCTURASes_ES
dc.titleExperimental exploration of digitally fabricated connections for structural concretees_ES
dc.typeArtículoes_ES
dc.type.versioninfo:eu-repo/semantics/publishedVersiones_ES
dspace.entity.typePublication
person.identifier238731
person.identifier.orcid0000-0001-8701-4410
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relation.isAuthorOfPublication.latestForDiscoverycde35b6d-1037-4b58-b556-e2feb2974f36
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