3D concrete printing for structural applications

F. Bos, Z. Ahmed, C. Rodriguez, S. Figueiredo
{"title":"3D concrete printing for structural applications","authors":"F. Bos, Z. Ahmed, C. Rodriguez, S. Figueiredo","doi":"10.7480/SPOOL.2019.2.4366","DOIUrl":null,"url":null,"abstract":"Recent years have seen a rapid growth of additive manufacturing methods for concrete construction. Potential advantages include reduced material use and cost, reduced labor, mass customization and CO2 footprint reduction. None of these methods, however, has yet been able to produce additively manufactured concrete with material properties suitable for structural applications, i.e. ductility and (flexural) tensile strength. In order to make additive manufacturing viable as a production method for structural concrete, a quality leap had to be made. In the project ‘3D Concrete Printing for Structural Applications’, 3 concepts have been explored to achieve the required structural performance: applying steel fiber reinforcement to an existing printable concrete mortar, developing a strain-hardening cementitious composite based on PVA fibers, and embedding high strength steel cable as reinforcement in the concrete filament. Whereas the former produced only an increase in flexural tensile strength, but limited post-peak resistance, the latter two provided promising strain hardening behavior, thus opening the road to a wide range of structural applications of 3D printed concrete.","PeriodicalId":30518,"journal":{"name":"Dimensi Journal of Architecture and Built Environment","volume":"33 1","pages":"5-10"},"PeriodicalIF":0.0000,"publicationDate":"2019-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Dimensi Journal of Architecture and Built Environment","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.7480/SPOOL.2019.2.4366","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

Recent years have seen a rapid growth of additive manufacturing methods for concrete construction. Potential advantages include reduced material use and cost, reduced labor, mass customization and CO2 footprint reduction. None of these methods, however, has yet been able to produce additively manufactured concrete with material properties suitable for structural applications, i.e. ductility and (flexural) tensile strength. In order to make additive manufacturing viable as a production method for structural concrete, a quality leap had to be made. In the project ‘3D Concrete Printing for Structural Applications’, 3 concepts have been explored to achieve the required structural performance: applying steel fiber reinforcement to an existing printable concrete mortar, developing a strain-hardening cementitious composite based on PVA fibers, and embedding high strength steel cable as reinforcement in the concrete filament. Whereas the former produced only an increase in flexural tensile strength, but limited post-peak resistance, the latter two provided promising strain hardening behavior, thus opening the road to a wide range of structural applications of 3D printed concrete.
用于结构应用的3D混凝土打印
近年来,混凝土施工的增材制造方法快速增长。潜在的优势包括减少材料使用和成本,减少劳动力,大规模定制和减少二氧化碳足迹。然而,这些方法中没有一种能够生产出具有适合结构应用的材料性能的添加剂制造混凝土,即延展性和(弯曲)抗拉强度。为了使增材制造作为结构混凝土的生产方法可行,必须进行质量飞跃。在“结构应用的3D混凝土打印”项目中,探索了3个概念来实现所需的结构性能:将钢纤维加固到现有的可打印混凝土砂浆中,开发基于PVA纤维的应变硬化胶凝复合材料,以及在混凝土细丝中嵌入高强度钢索作为加固。前者只增加了弯曲抗拉强度,但限制了峰后阻力,后两者提供了有希望的应变硬化行为,从而为3D打印混凝土的广泛结构应用开辟了道路。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
自引率
0.00%
发文量
0
审稿时长
16 weeks
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信