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Conference Paper: High-performance corrugated concrete shell construction on bending-actuated robotically 3D-printed formworks

TitleHigh-performance corrugated concrete shell construction on bending-actuated robotically 3D-printed formworks
Authors
KeywordsAdditive manufacturing
Bending active
Concrete
Formwork
Shallow vault
Surface corrugation
Issue Date2019
Citation
IASS Symposium 2019 - 60th Anniversary Symposium of the International Association for Shell and Spatial Structures; Structural Membranes 2019 - 9th International Conference on Textile Composites and Inflatable Structures, FORM and FORCE, 2019, p. 1270-1277 How to Cite?
AbstractAdditive manufacturing (AM) has expanded possibilities for materialising structures that achieve strength through intelligent, but complex geometries. However, conventional AM techniques, such as thermoplastic fused deposition modelling (FDM), also rely on material with low strength and stiffness, which limit their full-scale building construction applications. This paper articulates one of several design-fabrication strategies jointly developed by MIT, ETHZ and Tongji researchers in a workshop to respond to this challenge: FDM is optimised for producing self-supporting scaffold that can be printed flat and bent in-place on site-scaffolds whose strength are built gradually via additional structural material application. Inspired by principles of shallow arching action and structural corrugation, this paper-part 2 in the series-develops an AM-enabled multi-phased construction method for creating a walkable full-span structure capable of accommodating live structural loads. The feasibility of the novel assembly process is demonstrated with the construction of a bridge measuring approximately 5-metre in span. The produced prototype illustrates one alternative design-fabrication strategy leveraging force-explicit equilibrium design methods to synthesise the advantages of vernacular and digital manufacturing techniques-resulting in new possibilities for the materialisation geometrically complex, live-load-bearing and moderate-span concrete structures with minimal form-work.
Persistent Identifierhttp://hdl.handle.net/10722/336817

 

DC FieldValueLanguage
dc.contributor.authorWang, Xiang-
dc.contributor.authorTam, Kam Ming Mark-
dc.contributor.authorFöldesi, Dalma-
dc.contributor.authorLee, Hyerin-
dc.contributor.authorSeo, Jung In-
dc.contributor.authorVasileiou, Anna-
dc.contributor.authorLuo, Youyuan-
dc.contributor.authorSo, Chun Pong-
dc.contributor.authorZhang, Xiao-
dc.contributor.authorKarsan, Zain-
dc.contributor.authorKao, Gene Ting Chun-
dc.contributor.authorZhang, Liming-
dc.contributor.authorChai, Hua-
dc.contributor.authorYuan, Philip F.-
dc.contributor.authorBlock, Philippe-
dc.date.accessioned2024-02-29T06:56:44Z-
dc.date.available2024-02-29T06:56:44Z-
dc.date.issued2019-
dc.identifier.citationIASS Symposium 2019 - 60th Anniversary Symposium of the International Association for Shell and Spatial Structures; Structural Membranes 2019 - 9th International Conference on Textile Composites and Inflatable Structures, FORM and FORCE, 2019, p. 1270-1277-
dc.identifier.urihttp://hdl.handle.net/10722/336817-
dc.description.abstractAdditive manufacturing (AM) has expanded possibilities for materialising structures that achieve strength through intelligent, but complex geometries. However, conventional AM techniques, such as thermoplastic fused deposition modelling (FDM), also rely on material with low strength and stiffness, which limit their full-scale building construction applications. This paper articulates one of several design-fabrication strategies jointly developed by MIT, ETHZ and Tongji researchers in a workshop to respond to this challenge: FDM is optimised for producing self-supporting scaffold that can be printed flat and bent in-place on site-scaffolds whose strength are built gradually via additional structural material application. Inspired by principles of shallow arching action and structural corrugation, this paper-part 2 in the series-develops an AM-enabled multi-phased construction method for creating a walkable full-span structure capable of accommodating live structural loads. The feasibility of the novel assembly process is demonstrated with the construction of a bridge measuring approximately 5-metre in span. The produced prototype illustrates one alternative design-fabrication strategy leveraging force-explicit equilibrium design methods to synthesise the advantages of vernacular and digital manufacturing techniques-resulting in new possibilities for the materialisation geometrically complex, live-load-bearing and moderate-span concrete structures with minimal form-work.-
dc.languageeng-
dc.relation.ispartofIASS Symposium 2019 - 60th Anniversary Symposium of the International Association for Shell and Spatial Structures; Structural Membranes 2019 - 9th International Conference on Textile Composites and Inflatable Structures, FORM and FORCE-
dc.subjectAdditive manufacturing-
dc.subjectBending active-
dc.subjectConcrete-
dc.subjectFormwork-
dc.subjectShallow vault-
dc.subjectSurface corrugation-
dc.titleHigh-performance corrugated concrete shell construction on bending-actuated robotically 3D-printed formworks-
dc.typeConference_Paper-
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.scopuseid_2-s2.0-85102407976-
dc.identifier.spage1270-
dc.identifier.epage1277-

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