{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2024,6,11]],"date-time":"2024-06-11T00:24:34Z","timestamp":1718065474683},"reference-count":10,"publisher":"EDP Sciences","license":[{"start":{"date-parts":[[2024,6,10]],"date-time":"2024-06-10T00:00:00Z","timestamp":1717977600000},"content-version":"vor","delay-in-days":161,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["E3S Web Conf."],"published-print":{"date-parts":[[2024]]},"abstract":"<jats:p>Construction 3D printing is one of the most promising areas in the construction of various structures. Thanks to the possibilities of automation, digital concrete production makes it possible to create complex structures that withstand the same forces as structures with standard geometry, but with increased structural efficiency and lower material consumption. This work is aimed at determining the main characteristics of mixtures for 3D printing and reinforcement strategies that are compatible with this technology. In addition, the article presents the results of a study of the strength characteristics of concrete used for 3D printing of building structures. The experiment was carried out by means of compression tests of concrete samples-cubes cut from the printed design with the dimensions of the rib 150, 100, 70 and 50 mm. This article can indicate the current state of affairs of 3D printing technology in construction, as well as indicate the direction of further research in this field.<\/jats:p>","DOI":"10.1051\/e3sconf\/202453401009","type":"journal-article","created":{"date-parts":[[2024,6,10]],"date-time":"2024-06-10T07:55:41Z","timestamp":1718006141000},"page":"01009","source":"Crossref","is-referenced-by-count":0,"title":["Constituent components of 3D printing in construction: Mixture, reinforcement and their main characteristics"],"prefix":"10.1051","volume":"534","author":[{"given":"Oleksandr","family":"Konoplianyk","sequence":"first","affiliation":[]},{"given":"Artem","family":"Sopilnyak","sequence":"additional","affiliation":[]},{"given":"Kyrylo","family":"Sirenok","sequence":"additional","affiliation":[]},{"given":"Svitlana","family":"Sereda","sequence":"additional","affiliation":[]},{"given":"Tetyana","family":"Yarova","sequence":"additional","affiliation":[]}],"member":"250","published-online":{"date-parts":[[2024,6,10]]},"reference":[{"key":"R1","doi-asserted-by":"crossref","first-page":"131","DOI":"10.1002\/cend.202000022","volume":"2","author":"Kloft","year":"2022","journal-title":"Civil Engineering Design"},{"key":"R2","first-page":"105780","volume":"123","author":"Wangler","year":"2019","journal-title":"Digital Concrete: a review. Cement and Concrete Research"},{"key":"R3","doi-asserted-by":"crossref","first-page":"13","DOI":"10.1186\/s40069-019-0388-2","volume":"14","author":"Jo","year":"2020","journal-title":"International Journal of Concrete Structures and Materials"},{"key":"R4","unstructured":"DSTU B V.2.7-214:2009, Concretes. Methods of strength determination using reference specimens (Building materials. Concretes methods for strength determination using reference specimens). Kyiv, Ministry of Regional Construction of Ukraine, 43 (2010)."},{"key":"R5","unstructured":"DSTU B V.2.7-170:2008, Concretes. Methods of determination of middle density, moisture content, water absorption, porosity and water tightness (Building materials. Concretes. Methods of determination of middle density, moisture content, water absorptions porosity and water tightness). Kyiv, Ministry of Regional Construction of Ukraine, 38 (2009)."},{"key":"R6","doi-asserted-by":"crossref","first-page":"112380","DOI":"10.1016\/j.engstruct.2021.112380","volume":"240","author":"Gebhard","year":"2021","journal-title":"Engineering Structures"},{"key":"R7","doi-asserted-by":"crossref","first-page":"102992","DOI":"10.1016\/j.autcon.2019.102992","volume":"109","author":"Marchment","year":"2020","journal-title":"Automation in Construction"},{"key":"R8","doi-asserted-by":"crossref","first-page":"218","DOI":"10.1016\/j.conbuildmat.2018.01.018","volume":"165","author":"Asprone","year":"2018","journal-title":"Construction and Building Materials"},{"key":"R9","first-page":"105","volume":"73","author":"Hambach","year":"2019","journal-title":"3D Concrete Printing Technology"},{"key":"R10","doi-asserted-by":"crossref","unstructured":"Ma G., Li Z., Wang L., Bai G., Micro-cable Reinforced Geopolymer Composite for Extrusion-based 3D Printing. Materials Letters (2018). https:\/\/doi.org\/10.1016\/j.matlet.2018.09.159","DOI":"10.1016\/j.matlet.2018.09.159"}],"container-title":["E3S Web of Conferences"],"original-title":[],"link":[{"URL":"https:\/\/www.e3s-conferences.org\/10.1051\/e3sconf\/202453401009\/pdf","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2024,6,10]],"date-time":"2024-06-10T07:57:04Z","timestamp":1718006224000},"score":1,"resource":{"primary":{"URL":"https:\/\/www.e3s-conferences.org\/10.1051\/e3sconf\/202453401009"}},"subtitle":[],"editor":[{"given":"J.","family":"Awrejcewicz","sequence":"first","affiliation":[]},{"given":"V.","family":"Danishevskyy","sequence":"additional","affiliation":[]},{"given":"B.","family":"Markert","sequence":"additional","affiliation":[]}],"short-title":[],"issued":{"date-parts":[[2024]]},"references-count":10,"alternative-id":["e3sconf_icsbt2024_01009"],"URL":"https:\/\/doi.org\/10.1051\/e3sconf\/202453401009","relation":{},"ISSN":["2267-1242"],"issn-type":[{"value":"2267-1242","type":"electronic"}],"subject":[],"published":{"date-parts":[[2024]]}}}