从水泥化学到工程胶凝复合材料的伪延性力学行为:一种多物理方法

IF 4.8 2区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Yuguo Yu , Chamila Gunasekara , Yogarajah Elakneswaran , Dilan Robert , David W. Law , Sujeeva Setunge
{"title":"从水泥化学到工程胶凝复合材料的伪延性力学行为:一种多物理方法","authors":"Yuguo Yu ,&nbsp;Chamila Gunasekara ,&nbsp;Yogarajah Elakneswaran ,&nbsp;Dilan Robert ,&nbsp;David W. Law ,&nbsp;Sujeeva Setunge","doi":"10.1016/j.compstruc.2025.108005","DOIUrl":null,"url":null,"abstract":"<div><div>Engineered cementitious composite made with incorporating polyvinyl alcohol fibre and fly ash has been demonstrated to strike a perfect balance among unique pseudo-ductile mechanical performance, sustainability, and cost. Nevertheless, the tensile strain-hardening behaviour of the composite is time- and case-dependent, where simply taking 28-day property as a baseline may overestimate its long-term capacity. Such an issue has yet been addressed due to lack of scientifically robust method to correlate mechanical characteristics with binder chemistry. In this regard, a physics-based approach, featuring multiphysics coupling, is developed to close the knowledge gap. Specifically, a novel phase field to ductile fracture model is adopted to numerically describe the multi-cracking enabled pseudo ductility of engineered cementitious composite. For the first time, key model parameters that govern the material mechanical behaviour are quantitatively correlated with fundamental binder chemistry, in addition to fibre characteristics, through hydration and multiscale homogenisation analyses. Following rigorous validations in two- and three-dimensional settings, the method is found applicable to composite mixes with a fly ash replacement rate of 50% – 80% (by mass) and a fibre content ranging 0.5% – 2% (by volume), capable of generating insights to support material design and structural analysis of sustainable engineered cementitious composites.</div></div>","PeriodicalId":50626,"journal":{"name":"Computers & Structures","volume":"319 ","pages":"Article 108005"},"PeriodicalIF":4.8000,"publicationDate":"2025-10-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"From cement chemistry to pseudo-ductile mechanical behaviour of engineered cementitious composite: A multiphysical approach\",\"authors\":\"Yuguo Yu ,&nbsp;Chamila Gunasekara ,&nbsp;Yogarajah Elakneswaran ,&nbsp;Dilan Robert ,&nbsp;David W. Law ,&nbsp;Sujeeva Setunge\",\"doi\":\"10.1016/j.compstruc.2025.108005\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Engineered cementitious composite made with incorporating polyvinyl alcohol fibre and fly ash has been demonstrated to strike a perfect balance among unique pseudo-ductile mechanical performance, sustainability, and cost. Nevertheless, the tensile strain-hardening behaviour of the composite is time- and case-dependent, where simply taking 28-day property as a baseline may overestimate its long-term capacity. Such an issue has yet been addressed due to lack of scientifically robust method to correlate mechanical characteristics with binder chemistry. In this regard, a physics-based approach, featuring multiphysics coupling, is developed to close the knowledge gap. Specifically, a novel phase field to ductile fracture model is adopted to numerically describe the multi-cracking enabled pseudo ductility of engineered cementitious composite. For the first time, key model parameters that govern the material mechanical behaviour are quantitatively correlated with fundamental binder chemistry, in addition to fibre characteristics, through hydration and multiscale homogenisation analyses. Following rigorous validations in two- and three-dimensional settings, the method is found applicable to composite mixes with a fly ash replacement rate of 50% – 80% (by mass) and a fibre content ranging 0.5% – 2% (by volume), capable of generating insights to support material design and structural analysis of sustainable engineered cementitious composites.</div></div>\",\"PeriodicalId\":50626,\"journal\":{\"name\":\"Computers & Structures\",\"volume\":\"319 \",\"pages\":\"Article 108005\"},\"PeriodicalIF\":4.8000,\"publicationDate\":\"2025-10-17\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Computers & Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0045794925003633\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computers & Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0045794925003633","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
引用次数: 0

摘要

由聚乙烯醇纤维和粉煤灰制成的工程胶凝复合材料已被证明在独特的伪延性力学性能、可持续性和成本之间取得了完美的平衡。然而,复合材料的拉伸应变硬化行为与时间和情况有关,简单地以28天的性能为基准可能会高估其长期能力。由于缺乏科学可靠的方法来将机械特性与粘合剂化学联系起来,这一问题尚未得到解决。在这方面,开发了一种基于物理的方法,以多物理场耦合为特征,以缩小知识差距。具体而言,采用了一种新的相场-韧性断裂模型,对工程胶凝复合材料的多裂纹伪延性进行了数值描述。通过水化和多尺度均质分析,除了纤维特性外,控制材料力学行为的关键模型参数首次与基本粘合剂化学定量相关。经过二维和三维环境的严格验证,发现该方法适用于粉煤灰替代率为50% - 80%(按质量计)、纤维含量为0.5% - 2%(按体积计)的复合材料,能够为可持续工程胶凝复合材料的材料设计和结构分析提供支持。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
From cement chemistry to pseudo-ductile mechanical behaviour of engineered cementitious composite: A multiphysical approach
Engineered cementitious composite made with incorporating polyvinyl alcohol fibre and fly ash has been demonstrated to strike a perfect balance among unique pseudo-ductile mechanical performance, sustainability, and cost. Nevertheless, the tensile strain-hardening behaviour of the composite is time- and case-dependent, where simply taking 28-day property as a baseline may overestimate its long-term capacity. Such an issue has yet been addressed due to lack of scientifically robust method to correlate mechanical characteristics with binder chemistry. In this regard, a physics-based approach, featuring multiphysics coupling, is developed to close the knowledge gap. Specifically, a novel phase field to ductile fracture model is adopted to numerically describe the multi-cracking enabled pseudo ductility of engineered cementitious composite. For the first time, key model parameters that govern the material mechanical behaviour are quantitatively correlated with fundamental binder chemistry, in addition to fibre characteristics, through hydration and multiscale homogenisation analyses. Following rigorous validations in two- and three-dimensional settings, the method is found applicable to composite mixes with a fly ash replacement rate of 50% – 80% (by mass) and a fibre content ranging 0.5% – 2% (by volume), capable of generating insights to support material design and structural analysis of sustainable engineered cementitious composites.
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
Computers & Structures
Computers & Structures 工程技术-工程:土木
CiteScore
8.80
自引率
6.40%
发文量
122
审稿时长
33 days
期刊介绍: Computers & Structures publishes advances in the development and use of computational methods for the solution of problems in engineering and the sciences. The range of appropriate contributions is wide, and includes papers on establishing appropriate mathematical models and their numerical solution in all areas of mechanics. The journal also includes articles that present a substantial review of a field in the topics of the journal.
×
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:604180095
Book学术官方微信