Collaborative enhancement in “strength-toughness-elastic modulus” of calcium-silicate-hydrate (C-S-H) based organic-inorganic composites: Chemical bonding and cracking path optimization

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Cement and Concrete Research Pub Date : 2024-11-01 DOI:10.1016/j.cemconres.2024.107709
Chang Gao , Haoyu Zeng , Jie Xu , Disheng Xu , Yuefeng Ma , Wei She , Zhangli Hu , Jinhui Tang , Jiaping Liu
{"title":"Collaborative enhancement in “strength-toughness-elastic modulus” of calcium-silicate-hydrate (C-S-H) based organic-inorganic composites: Chemical bonding and cracking path optimization","authors":"Chang Gao ,&nbsp;Haoyu Zeng ,&nbsp;Jie Xu ,&nbsp;Disheng Xu ,&nbsp;Yuefeng Ma ,&nbsp;Wei She ,&nbsp;Zhangli Hu ,&nbsp;Jinhui Tang ,&nbsp;Jiaping Liu","doi":"10.1016/j.cemconres.2024.107709","DOIUrl":null,"url":null,"abstract":"<div><div>Strength and toughness are destined conflicts in traditional inorganic materials. Herein, we prepared a high-performance calcium-silicate-hydrate (C-S-H) based organic-inorganic composites, with a trace of sodium alginate (about 8 wt%). A 1.9-fold increase in flexural strength and a nearly 6.8-fold enhancement for work of fracture are achieved in the composites, and importantly, the elastic modulus is increased by 22.2 %. Here, flawless C-S-H gel devoid of obvious interphase boundary was formulated attributed to the intercalation of sodium alginate into the C-S-H layer, creating a hybrid bonding network of hydrogen bonds together with the ion complexation effect. Concurrently, sodium alginate is to establish an organic plasticizing zone, aiding in the mitigation of stress within cracks. Hence, our study overcomes the challenge of achieving a harmonious balance between strength and toughness, offering innovative pathways for advancing the development of high-performance organic-inorganic composite materials. Besides, the improvement mechanism proposed in this research provides a pristine and feasible methodology for strengthening and toughening of Portland cement-based materials.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"187 ","pages":"Article 107709"},"PeriodicalIF":10.9000,"publicationDate":"2024-11-01","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/S0008884624002904","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

Abstract

Strength and toughness are destined conflicts in traditional inorganic materials. Herein, we prepared a high-performance calcium-silicate-hydrate (C-S-H) based organic-inorganic composites, with a trace of sodium alginate (about 8 wt%). A 1.9-fold increase in flexural strength and a nearly 6.8-fold enhancement for work of fracture are achieved in the composites, and importantly, the elastic modulus is increased by 22.2 %. Here, flawless C-S-H gel devoid of obvious interphase boundary was formulated attributed to the intercalation of sodium alginate into the C-S-H layer, creating a hybrid bonding network of hydrogen bonds together with the ion complexation effect. Concurrently, sodium alginate is to establish an organic plasticizing zone, aiding in the mitigation of stress within cracks. Hence, our study overcomes the challenge of achieving a harmonious balance between strength and toughness, offering innovative pathways for advancing the development of high-performance organic-inorganic composite materials. Besides, the improvement mechanism proposed in this research provides a pristine and feasible methodology for strengthening and toughening of Portland cement-based materials.
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
协同提高硅酸钙水合物(C-S-H)基有机-无机复合材料的 "强度-韧性-弹性模量":化学键和开裂路径优化
强度和韧性注定是传统无机材料的矛盾所在。在此,我们制备了一种基于硅酸钙-水合物(C-S-H)的高性能有机-无机复合材料,其中添加了微量海藻酸钠(约 8 wt%)。复合材料的抗弯强度提高了 1.9 倍,断裂功提高了近 6.8 倍,更重要的是,弹性模量提高了 22.2%。在这里,由于海藻酸钠插层到 C-S-H 层中,形成了氢键和离子络合效应的混合键合网络,从而配制出无明显相间边界的无暇 C-S-H 凝胶。同时,海藻酸钠还能建立一个有机塑化区,帮助缓解裂缝内的应力。因此,我们的研究克服了在强度和韧性之间实现和谐平衡的挑战,为推动高性能有机-无机复合材料的发展提供了创新途径。此外,本研究提出的改进机制为硅酸盐水泥基材料的增强和增韧提供了一种原始可行的方法。
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
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 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 Expansion of irregularly shaped aggregate induced by alkali-silica reaction: Insights from numerical modeling
×
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