Compression behaviors of cementitious cellular composites with negative Poisson's ratio

Yading Xu, B. Šavija, E. Schlangen
{"title":"Compression behaviors of cementitious cellular composites with negative Poisson's ratio","authors":"Yading Xu, B. Šavija, E. Schlangen","doi":"10.21012/FC10.234801","DOIUrl":null,"url":null,"abstract":"Traditionally, mechanical properties of cementitious materials are designed “chemically”, namely by configuring their mix proportions. Owning to the development of 3D printing technology, “physical” tailoring the meso-structure of cementitious materials to design their mechanical properties becomes possible. In the present study, cementitious materials were designed both by configuring the meso-structure and the base material mix proportions. Circle and ellipse cellular structure were designed and molds for casting were prepared by 3D printing technique. Plain mortar (REF) and polyvinyl alcohol (PVA) fiber reinforced mortar (FRM) were used as base material. After casting, curing and demolding, uniaxial compression tests were performed on these cementitious cellular composites. The cellular composites exhibit three stages of compressive fracture behavior, including fracture and deformation of the cellular structure, crushing of the base material and compacting of crushed materials. With ellipse cellular design, negative Poisson’s ratio was achieved during the compression and the overall energy absorption efficiency and deformability was higher than circular design cellular which implies that this cementitious cellular material be a promising impact resistant material.","PeriodicalId":329531,"journal":{"name":"Proceedings of the 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures","volume":"22 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2019-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"4","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of the 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.21012/FC10.234801","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 4

Abstract

Traditionally, mechanical properties of cementitious materials are designed “chemically”, namely by configuring their mix proportions. Owning to the development of 3D printing technology, “physical” tailoring the meso-structure of cementitious materials to design their mechanical properties becomes possible. In the present study, cementitious materials were designed both by configuring the meso-structure and the base material mix proportions. Circle and ellipse cellular structure were designed and molds for casting were prepared by 3D printing technique. Plain mortar (REF) and polyvinyl alcohol (PVA) fiber reinforced mortar (FRM) were used as base material. After casting, curing and demolding, uniaxial compression tests were performed on these cementitious cellular composites. The cellular composites exhibit three stages of compressive fracture behavior, including fracture and deformation of the cellular structure, crushing of the base material and compacting of crushed materials. With ellipse cellular design, negative Poisson’s ratio was achieved during the compression and the overall energy absorption efficiency and deformability was higher than circular design cellular which implies that this cementitious cellular material be a promising impact resistant material.
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
负泊松比胶凝细胞复合材料的压缩行为
传统上,胶凝材料的力学性能是通过“化学”设计的,即通过配置它们的混合比例。由于3D打印技术的发展,“物理”定制胶凝材料的细观结构来设计其力学性能成为可能。在本研究中,胶凝材料的设计是通过配置细观结构和基础材料的配合比。采用3D打印技术设计了圆形和椭圆形胞状结构,并制备了铸件模具。以普通砂浆(REF)和聚乙烯醇(PVA)纤维增强砂浆(FRM)为基材。在浇注、养护和脱模后,对这些胶凝细胞复合材料进行了单轴压缩试验。蜂窝复合材料的压缩断裂行为表现为蜂窝结构的断裂变形、基材的破碎和破碎后材料的压实三个阶段。椭圆型蜂窝设计在压缩过程中实现了负泊松比,整体吸能效率和变形能力均高于圆形蜂窝设计,是一种很有前途的抗冲击材料。
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 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Study of the effect of flax fibers on the fracture behavior of earth concrete by simultaneous application of digital image correlation and acoustic emission Influence of cyclic movement on the hardening process of grout: case of offshore wind turbine installation Numerical and analytical estimation of the ageing linear viscoelastic behavior of a two-phase composite with expansive inclusions Finite elements with an embedded reinforcement for the simulation of reinforced concrete structures strengthened with FRP Predicting the Permeability and Relative Permeability of Concrete
×
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