{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,6,4]],"date-time":"2026-06-04T13:59:09Z","timestamp":1780581549341,"version":"3.54.1"},"reference-count":19,"publisher":"Wiley","issue":"11","license":[{"start":{"date-parts":[[2024,9,23]],"date-time":"2024-09-23T00:00:00Z","timestamp":1727049600000},"content-version":"vor","delay-in-days":0,"URL":"http:\/\/onlinelibrary.wiley.com\/termsAndConditions#vor"}],"content-domain":{"domain":["onlinelibrary.wiley.com"],"crossmark-restriction":true},"short-container-title":["Beton und Stahlbetonbau"],"published-print":{"date-parts":[[2024,11]]},"abstract":"<jats:title>Abstract<\/jats:title><jats:p>D\u00fcnne Betonschalen erm\u00f6glichen eine erhebliche Materialeinsparung. Die herk\u00f6mmlichen Herstellungsmethoden von Betonschalen, die auf der Betonage in einer Schalung basieren, sind jedoch aus heutiger Sicht unwirtschaftlich. Der modulare Ansatz kann den Schalenbau deutlich kosteneffizienter machen, insbesondere, wenn Module mit einem hohen Automatisierungsgrad gefertigt werden. Das laufende Projekt \u201eSchalungsfreie Flie\u00dffertigung adaptiver Tragstrukturen aus variablen Rahmenelementen \u2013 ACDC and beyond\u201c zielt darauf ab, einen Ansatz f\u00fcr die vollautomatische Herstellung von Betonschalenmodulen mit variabler Geometrie zu entwickeln. Besonderes Augenmerk gilt dabei der Bewehrung der Module, die mittels automatisierter Verlegung von Carbongarnen erfolgt. Die Konturen der Module werden mit hochduktilem Beton (engl.: Strain\u2010Hardening Cementitious Composite, SHCC) 3D\u2010gedruckt. Dieser Aufsatz stellt die im Rahmen des Projekts erzielten Ergebnisse vor und gibt einen \u00dcberblick \u00fcber die laufenden Arbeiten, zu denen die Herstellung nicht planarer Module, die Einf\u00fchrung von Nachbearbeitungstechniken und die Verbesserung der Nachhaltigkeit der Technologie geh\u00f6ren.<\/jats:p>","DOI":"10.1002\/best.202400054","type":"journal-article","created":{"date-parts":[[2024,9,24]],"date-time":"2024-09-24T06:56:02Z","timestamp":1727160962000},"page":"830-837","update-policy":"https:\/\/doi.org\/10.1002\/crossmark_policy","source":"Crossref","is-referenced-by-count":1,"title":["Flie\u00dffertigung von variablen gekr\u00fcmmten Modulen f\u00fcr d\u00fcnnwandige Schalenkonstruktionen aus Beton"],"prefix":"10.1002","volume":"119","author":[{"ORCID":"https:\/\/orcid.org\/0000-0002-0905-9557","authenticated-orcid":false,"given":"Egor","family":"Ivaniuk","sequence":"first","affiliation":[{"name":"Technische Universit\u00e4t Dresden Institut f\u00fcr Baustoffe  Georg-Schumann-Str. 7 01187 Dresden"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Zlata","family":"To\u0161i\u0107","sequence":"additional","affiliation":[{"name":"Technische Universit\u00e4t Dresden Institut f\u00fcr Geometrie Arbeitsgruppe Geometrische Modellierung und Visualisierung  Zellescher Weg 21\u201325 a 01069 Dresden"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Daniel","family":"Lordick","sequence":"additional","affiliation":[{"name":"Technische Universit\u00e4t Dresden Institut f\u00fcr Geometrie Leiter der Arbeitsgruppe Geometrische Modellierung und Visualisierung  Zellescher Weg 21\u201325 a 01069 Dresden"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-4685-7064","authenticated-orcid":false,"given":"Viktor","family":"Mechtcherine","sequence":"additional","affiliation":[{"name":"Technische Universit\u00e4t Dresden Institut f\u00fcr Baustoffe  Georg-Schumann-Str. 7 01187 Dresden"}],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"311","published-online":{"date-parts":[[2024,9,23]]},"reference":[{"key":"e_1_2_7_1_1","doi-asserted-by":"crossref","unstructured":"Popescu M. et\u2005al. 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