利用可持续碳纳米材料开发整体疏水水泥砂浆复合材料:润湿性与表面能

IF 1.7 4区 工程技术 Q3 ENGINEERING, CIVIL Iranian Journal of Science and Technology, Transactions of Civil Engineering Pub Date : 2024-09-02 DOI:10.1007/s40996-024-01603-6
N. K. Karthikeyan, S. Elavenil
{"title":"利用可持续碳纳米材料开发整体疏水水泥砂浆复合材料:润湿性与表面能","authors":"N. K. Karthikeyan, S. Elavenil","doi":"10.1007/s40996-024-01603-6","DOIUrl":null,"url":null,"abstract":"<p>Various forms of superhydrophobic carbon-based nanomaterials have been extensively attracted to advanced fields. Although it is widely implemented, its potential environmental impact and uneconomical has limited its utilization. To overcome these shortcomings, this article aimed to provide Carbon-based Sustainable Superhydrophobic (CSS) nanoparticles obtained from the pyrolysis of tyre waste. Firstly, CSS nanoparticles were characterized with microscopic, spectroscopic, and hydrophobic measurements. This article subsequently studied the development of hydrophobic cement composites using CSS nanoparticles and reviewed the advanced progress in the research of surface wettability and surface energy using a time-dependent contact angle measurement technique. Further, the role of CSS nanoparticles in cement composites is examined through mechanical strength and microstructure characterization. The water contact angle results showed that the cement composites with CSS nanoparticles achieved hydrophobic and exhibited the highest contact angle of 132.15º (over-hydrophobic) for 3wt%. The CM-3 mix has the lowest value of total (γ<sub>S</sub>), dispersive (<span>\\({\\gamma }_{s}^{d})\\)</span>, and polar surface energy (<span>\\({\\gamma }_{s}^{p})\\)</span> of 11.95 mJ/m<sup>2</sup>, 11.63 mJ/m<sup>2</sup>, and 0.324 mJ/m<sup>2</sup> respectively. Moreover, the compressive and flexural strength improved significantly with the addition of CSS nanoparticles, attaining maximum strength of 55.65 MPa (CM-2) and 7.8 MPa (CM-1.5), respectively. The 3wt% CSS nanoparticles are successfully disseminated with 10% SF, exhibiting a relatively high reduction of capillary absorption. Microstructure investigation shows that CSS nanoparticles are well entangled in SF, resulting in a dense and compacted matrix structure. Therefore, CSS particles will be an advanced and sustainable nanomaterial for developing an integral hydrophobic cement composite.</p><h3 data-test=\"abstract-sub-heading\">Graphical Abstract</h3>\n","PeriodicalId":14550,"journal":{"name":"Iranian Journal of Science and Technology, Transactions of Civil Engineering","volume":null,"pages":null},"PeriodicalIF":1.7000,"publicationDate":"2024-09-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Developing Integral Hydrophobic Cement Mortar Composite Using Sustainable Carbon Nanomaterial: Wettability and Surface Energy\",\"authors\":\"N. K. Karthikeyan, S. Elavenil\",\"doi\":\"10.1007/s40996-024-01603-6\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p>Various forms of superhydrophobic carbon-based nanomaterials have been extensively attracted to advanced fields. Although it is widely implemented, its potential environmental impact and uneconomical has limited its utilization. To overcome these shortcomings, this article aimed to provide Carbon-based Sustainable Superhydrophobic (CSS) nanoparticles obtained from the pyrolysis of tyre waste. Firstly, CSS nanoparticles were characterized with microscopic, spectroscopic, and hydrophobic measurements. This article subsequently studied the development of hydrophobic cement composites using CSS nanoparticles and reviewed the advanced progress in the research of surface wettability and surface energy using a time-dependent contact angle measurement technique. Further, the role of CSS nanoparticles in cement composites is examined through mechanical strength and microstructure characterization. The water contact angle results showed that the cement composites with CSS nanoparticles achieved hydrophobic and exhibited the highest contact angle of 132.15º (over-hydrophobic) for 3wt%. The CM-3 mix has the lowest value of total (γ<sub>S</sub>), dispersive (<span>\\\\({\\\\gamma }_{s}^{d})\\\\)</span>, and polar surface energy (<span>\\\\({\\\\gamma }_{s}^{p})\\\\)</span> of 11.95 mJ/m<sup>2</sup>, 11.63 mJ/m<sup>2</sup>, and 0.324 mJ/m<sup>2</sup> respectively. Moreover, the compressive and flexural strength improved significantly with the addition of CSS nanoparticles, attaining maximum strength of 55.65 MPa (CM-2) and 7.8 MPa (CM-1.5), respectively. The 3wt% CSS nanoparticles are successfully disseminated with 10% SF, exhibiting a relatively high reduction of capillary absorption. Microstructure investigation shows that CSS nanoparticles are well entangled in SF, resulting in a dense and compacted matrix structure. Therefore, CSS particles will be an advanced and sustainable nanomaterial for developing an integral hydrophobic cement composite.</p><h3 data-test=\\\"abstract-sub-heading\\\">Graphical Abstract</h3>\\n\",\"PeriodicalId\":14550,\"journal\":{\"name\":\"Iranian Journal of Science and Technology, Transactions of Civil Engineering\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":1.7000,\"publicationDate\":\"2024-09-02\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Iranian Journal of Science and Technology, Transactions of Civil Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1007/s40996-024-01603-6\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Iranian Journal of Science and Technology, Transactions of Civil Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1007/s40996-024-01603-6","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

摘要

各种形式的超疏水碳基纳米材料已被广泛吸引到先进领域。虽然它已被广泛应用,但其潜在的环境影响和不经济性限制了它的使用。为了克服这些缺点,本文旨在提供从轮胎废弃物热解中获得的碳基可持续超疏水(CSS)纳米颗粒。首先,通过显微镜、光谱和疏水性测量对 CSS 纳米颗粒进行了表征。随后,文章研究了利用 CSS 纳米颗粒开发疏水性水泥复合材料的情况,并回顾了利用随时间变化的接触角测量技术研究表面润湿性和表面能的最新进展。此外,还通过机械强度和微观结构表征研究了 CSS 纳米粒子在水泥复合材料中的作用。水接触角结果表明,含有 CSS 纳米粒子的水泥复合材料具有疏水性,3wt% 的接触角最高,为 132.15º(过疏水)。CM-3 混合物的总能(γS)、分散能(({\gamma }_{s}^{d})和极性表面能(({\gamma }_{s}^{p})值最低,分别为 11.95 mJ/m2、11.63 mJ/m2 和 0.324 mJ/m2。此外,添加 CSS 纳米粒子后,抗压和抗折强度显著提高,最大强度分别达到 55.65 兆帕(CM-2)和 7.8 兆帕(CM-1.5)。3wt%的 CSS 纳米粒子在 10%的 SF 中成功扩散,相对较高地降低了毛细吸收率。微观结构研究表明,CSS 纳米粒子在 SF 中缠结良好,从而形成了致密和紧密的基体结构。因此,CSS 颗粒将成为一种先进的、可持续的纳米材料,用于开发整体憎水水泥复合材料。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

摘要图片

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
Developing Integral Hydrophobic Cement Mortar Composite Using Sustainable Carbon Nanomaterial: Wettability and Surface Energy

Various forms of superhydrophobic carbon-based nanomaterials have been extensively attracted to advanced fields. Although it is widely implemented, its potential environmental impact and uneconomical has limited its utilization. To overcome these shortcomings, this article aimed to provide Carbon-based Sustainable Superhydrophobic (CSS) nanoparticles obtained from the pyrolysis of tyre waste. Firstly, CSS nanoparticles were characterized with microscopic, spectroscopic, and hydrophobic measurements. This article subsequently studied the development of hydrophobic cement composites using CSS nanoparticles and reviewed the advanced progress in the research of surface wettability and surface energy using a time-dependent contact angle measurement technique. Further, the role of CSS nanoparticles in cement composites is examined through mechanical strength and microstructure characterization. The water contact angle results showed that the cement composites with CSS nanoparticles achieved hydrophobic and exhibited the highest contact angle of 132.15º (over-hydrophobic) for 3wt%. The CM-3 mix has the lowest value of total (γS), dispersive (\({\gamma }_{s}^{d})\), and polar surface energy (\({\gamma }_{s}^{p})\) of 11.95 mJ/m2, 11.63 mJ/m2, and 0.324 mJ/m2 respectively. Moreover, the compressive and flexural strength improved significantly with the addition of CSS nanoparticles, attaining maximum strength of 55.65 MPa (CM-2) and 7.8 MPa (CM-1.5), respectively. The 3wt% CSS nanoparticles are successfully disseminated with 10% SF, exhibiting a relatively high reduction of capillary absorption. Microstructure investigation shows that CSS nanoparticles are well entangled in SF, resulting in a dense and compacted matrix structure. Therefore, CSS particles will be an advanced and sustainable nanomaterial for developing an integral hydrophobic cement composite.

Graphical Abstract

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
CiteScore
3.30
自引率
11.80%
发文量
203
期刊介绍: The aim of the Iranian Journal of Science and Technology is to foster the growth of scientific research among Iranian engineers and scientists and to provide a medium by means of which the fruits of these researches may be brought to the attention of the world’s civil Engineering communities. This transaction focuses on all aspects of Civil Engineering and will accept the original research contributions (previously unpublished) from all areas of established engineering disciplines. The papers may be theoretical, experimental or both. The journal publishes original papers within the broad field of civil engineering which include, but are not limited to, the following: -Structural engineering- Earthquake engineering- Concrete engineering- Construction management- Steel structures- Engineering mechanics- Water resources engineering- Hydraulic engineering- Hydraulic structures- Environmental engineering- Soil mechanics- Foundation engineering- Geotechnical engineering- Transportation engineering- Surveying and geomatics.
期刊最新文献
Coupled Rainfall-Runoff and Hydrodynamic Modeling using MIKE + for Flood Simulation Mechanical and Microstructural Characteristics of Fly Ash-Nano-Silica Composites Enhancement of the Mechanical Characteristics of a Green Mortar Under Extreme Conditions: Experimental Study and Optimization Analysis A Case Study on the Effect of Multiple Earthquakes on Mid-rise RC Buildings with Mass and Stiffness Irregularity in Height Incremental Plastic Analysis of Confined Concrete Considering the Variation of Elastic Moduli
×
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