三维打印混凝土构件的微观和中观结构及耐久性

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Cement and Concrete Research Pub Date : 2024-08-27 DOI:10.1016/j.cemconres.2024.107649
Kim Van Tittelboom , Manu K. Mohan , Branko Šavija , Emmanuel Keita , Guowei Ma , Hongjian Du , Jacques Kruger , Laura Caneda-Martinez , Li Wang , Michiel Bekaert , Timothy Wangler , Zhendi Wang , Viktor Mechtcherine , Nicolas Roussel
{"title":"三维打印混凝土构件的微观和中观结构及耐久性","authors":"Kim Van Tittelboom ,&nbsp;Manu K. Mohan ,&nbsp;Branko Šavija ,&nbsp;Emmanuel Keita ,&nbsp;Guowei Ma ,&nbsp;Hongjian Du ,&nbsp;Jacques Kruger ,&nbsp;Laura Caneda-Martinez ,&nbsp;Li Wang ,&nbsp;Michiel Bekaert ,&nbsp;Timothy Wangler ,&nbsp;Zhendi Wang ,&nbsp;Viktor Mechtcherine ,&nbsp;Nicolas Roussel","doi":"10.1016/j.cemconres.2024.107649","DOIUrl":null,"url":null,"abstract":"<div><p>3D printed concrete (3DPC) creates opportunities, including a reduction in construction waste and time and increased design freedom. However, because of the differences in the construction technique compared to traditional concrete casting, the structures also perform differently; namely, the micro- and meso-structure and durability are shown to be different. For the 3DP technology to find its way to the market, one needs to be aware of these differences and needs to know how to quantify the above-mentioned properties, as differences in the testing methodologies impose themselves when characterizing printed instead of cast concrete. In this paper, we elaborate on the test methods to investigate the micro- and meso-structure and the durability of 3DPC. We start with a discussion on the micro- and meso-structure of the 3D printed concrete and how it is different from conventional mold-cast concrete. An in-depth discussion of the test methods to assess the durability of 3D printed concrete is outlined. Reported findings related to the two aforementioned properties are discussed. In addition, we report on the technologies proposed to improve the durability performance of 3DPC, and we highlight the remaining challenges and opportunities related to 3DPC.</p></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"185 ","pages":"Article 107649"},"PeriodicalIF":10.9000,"publicationDate":"2024-08-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"On the micro- and meso-structure and durability of 3D printed concrete elements\",\"authors\":\"Kim Van Tittelboom ,&nbsp;Manu K. Mohan ,&nbsp;Branko Šavija ,&nbsp;Emmanuel Keita ,&nbsp;Guowei Ma ,&nbsp;Hongjian Du ,&nbsp;Jacques Kruger ,&nbsp;Laura Caneda-Martinez ,&nbsp;Li Wang ,&nbsp;Michiel Bekaert ,&nbsp;Timothy Wangler ,&nbsp;Zhendi Wang ,&nbsp;Viktor Mechtcherine ,&nbsp;Nicolas Roussel\",\"doi\":\"10.1016/j.cemconres.2024.107649\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>3D printed concrete (3DPC) creates opportunities, including a reduction in construction waste and time and increased design freedom. However, because of the differences in the construction technique compared to traditional concrete casting, the structures also perform differently; namely, the micro- and meso-structure and durability are shown to be different. For the 3DP technology to find its way to the market, one needs to be aware of these differences and needs to know how to quantify the above-mentioned properties, as differences in the testing methodologies impose themselves when characterizing printed instead of cast concrete. In this paper, we elaborate on the test methods to investigate the micro- and meso-structure and the durability of 3DPC. We start with a discussion on the micro- and meso-structure of the 3D printed concrete and how it is different from conventional mold-cast concrete. An in-depth discussion of the test methods to assess the durability of 3D printed concrete is outlined. Reported findings related to the two aforementioned properties are discussed. In addition, we report on the technologies proposed to improve the durability performance of 3DPC, and we highlight the remaining challenges and opportunities related to 3DPC.</p></div>\",\"PeriodicalId\":266,\"journal\":{\"name\":\"Cement and Concrete Research\",\"volume\":\"185 \",\"pages\":\"Article 107649\"},\"PeriodicalIF\":10.9000,\"publicationDate\":\"2024-08-27\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Cement and Concrete Research\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0008884624002308\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Cement and Concrete Research","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0008884624002308","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0

摘要

三维打印混凝土(3DPC)创造了各种机遇,包括减少建筑垃圾和时间,提高设计自由度。然而,由于施工技术与传统的混凝土浇注不同,结构的性能也不同,即微观和中观结构以及耐久性也不同。3DP 技术要想进入市场,就必须意识到这些差异,并知道如何量化上述性能,因为在表征打印混凝土而非浇注混凝土时,测试方法会产生差异。在本文中,我们将详细阐述研究 3DPC 的微观和中观结构以及耐久性的测试方法。我们首先讨论了三维打印混凝土的微观和中观结构,以及它与传统模铸混凝土的不同之处。此外,我们还对评估 3D 打印混凝土耐久性的测试方法进行了深入讨论。还讨论了与上述两种特性相关的报告结果。此外,我们还报告了为改善 3DPC 耐久性能而提出的技术,并强调了与 3DPC 相关的其余挑战和机遇。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
On the micro- and meso-structure and durability of 3D printed concrete elements

3D printed concrete (3DPC) creates opportunities, including a reduction in construction waste and time and increased design freedom. However, because of the differences in the construction technique compared to traditional concrete casting, the structures also perform differently; namely, the micro- and meso-structure and durability are shown to be different. For the 3DP technology to find its way to the market, one needs to be aware of these differences and needs to know how to quantify the above-mentioned properties, as differences in the testing methodologies impose themselves when characterizing printed instead of cast concrete. In this paper, we elaborate on the test methods to investigate the micro- and meso-structure and the durability of 3DPC. We start with a discussion on the micro- and meso-structure of the 3D printed concrete and how it is different from conventional mold-cast concrete. An in-depth discussion of the test methods to assess the durability of 3D printed concrete is outlined. Reported findings related to the two aforementioned properties are discussed. In addition, we report on the technologies proposed to improve the durability performance of 3DPC, and we highlight the remaining challenges and opportunities related to 3DPC.

求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
Cement and Concrete Research
Cement and Concrete Research 工程技术-材料科学:综合
CiteScore
20.90
自引率
12.30%
发文量
318
审稿时长
53 days
期刊介绍: Cement and Concrete Research is dedicated to publishing top-notch research on the materials science and engineering of cement, cement composites, mortars, concrete, and related materials incorporating cement or other mineral binders. The journal prioritizes reporting significant findings in research on the properties and performance of cementitious materials. It also covers novel experimental techniques, the latest analytical and modeling methods, examination and diagnosis of actual cement and concrete structures, and the exploration of potential improvements in materials.
期刊最新文献
Reactive transport modelling of autogenous self-healing in cracked concrete Rheology control of cement paste by in-situ polymerization for 3D printing applications Modelling and experimental study on static yield stress evolution and structural build-up of cement paste in early stage of cement hydration A new model for investigating the formation of interfacial transition zone in cement-based materials Ca/Si-dependent size of silica nanoparticles derived from C-S-H at high water to solid ratio
×
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
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 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 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1