Mechanical behaviors of metakaolin-based foamed geopolymer (MKFG) under dynamics loading

IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL
Wenxin Wang , Yajun Zhang , Hang Zhou , Yangpiaoxue Shi , Dawei Chen , Jiaxi Mao , Zhen Wang , Shikun Chen , Yi Liu , Dongming Yan
{"title":"Mechanical behaviors of metakaolin-based foamed geopolymer (MKFG) under dynamics loading","authors":"Wenxin Wang ,&nbsp;Yajun Zhang ,&nbsp;Hang Zhou ,&nbsp;Yangpiaoxue Shi ,&nbsp;Dawei Chen ,&nbsp;Jiaxi Mao ,&nbsp;Zhen Wang ,&nbsp;Shikun Chen ,&nbsp;Yi Liu ,&nbsp;Dongming Yan","doi":"10.1016/j.ijimpeng.2024.105106","DOIUrl":null,"url":null,"abstract":"<div><p>In this study, metakaolin-based foam geopolymer (MKFG) with densities of 400 kg/m<sup>3</sup>, 600 kg/m<sup>3</sup>, and 800 kg/m<sup>3</sup> were prepared. The effect of weak links on the dynamic mechanical behavior, damage morphology, and energy absorption capacity (<em>SEA</em><sub>p</sub>) of the MKFG was studied by X-CT analysis, Split Hopkinson Pressure Bar (SHPB) test, and fractal analysis. The results show that the connected porosity of MKFG rises with decreasing density. The sensitivity of the damage level to strain rate decreases with elevated connected porosity, which is because the stress concentrations caused by weak links. The amplifying effect of strain rate on the dynamic compressive strength of MKFG diminishes as the connected porosity increases. The sensitivity of <em>SEA</em><sub>p</sub> to the damage level rises with a decrease in the connected porosity. Finally, the simulation results corroborate that the distribution of connected pores has a significant influence on the damage process of the MKFG.</p></div>","PeriodicalId":50318,"journal":{"name":"International Journal of Impact Engineering","volume":"195 ","pages":"Article 105106"},"PeriodicalIF":5.1000,"publicationDate":"2024-09-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S0734743X24002318/pdfft?md5=5ff77ac137d8a4e5cc83805243bdf96e&pid=1-s2.0-S0734743X24002318-main.pdf","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Impact Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0734743X24002318","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MECHANICAL","Score":null,"Total":0}
引用次数: 0

Abstract

In this study, metakaolin-based foam geopolymer (MKFG) with densities of 400 kg/m3, 600 kg/m3, and 800 kg/m3 were prepared. The effect of weak links on the dynamic mechanical behavior, damage morphology, and energy absorption capacity (SEAp) of the MKFG was studied by X-CT analysis, Split Hopkinson Pressure Bar (SHPB) test, and fractal analysis. The results show that the connected porosity of MKFG rises with decreasing density. The sensitivity of the damage level to strain rate decreases with elevated connected porosity, which is because the stress concentrations caused by weak links. The amplifying effect of strain rate on the dynamic compressive strength of MKFG diminishes as the connected porosity increases. The sensitivity of SEAp to the damage level rises with a decrease in the connected porosity. Finally, the simulation results corroborate that the distribution of connected pores has a significant influence on the damage process of the MKFG.

偏高岭土基发泡土工聚合物(MKFG)在动态加载下的力学行为
本研究制备了密度分别为 400 kg/m3、600 kg/m3 和 800 kg/m3 的偏高岭土基泡沫土工聚合物(MKFG)。通过 X-CT 分析、分裂霍普金森压力棒(SHPB)试验和分形分析,研究了薄弱环节对 MKFG 的动态力学行为、损伤形态和能量吸收能力(SEAp)的影响。结果表明,MKFG 的连通孔隙率随密度的降低而增加。损坏程度对应变速率的敏感性随着连通孔隙率的升高而降低,这是因为薄弱环节导致了应力集中。应变速率对 MKFG 动态抗压强度的放大效应随着连通孔隙率的增加而减弱。随着连通孔隙率的降低,SEAp 对损坏程度的敏感性也随之升高。最后,模拟结果证实,连通孔隙的分布对 MKFG 的损坏过程有重要影响。
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 求助全文
来源期刊
International Journal of Impact Engineering
International Journal of Impact Engineering 工程技术-工程:机械
CiteScore
8.70
自引率
13.70%
发文量
241
审稿时长
52 days
期刊介绍: The International Journal of Impact Engineering, established in 1983 publishes original research findings related to the response of structures, components and materials subjected to impact, blast and high-rate loading. Areas relevant to the journal encompass the following general topics and those associated with them: -Behaviour and failure of structures and materials under impact and blast loading -Systems for protection and absorption of impact and blast loading -Terminal ballistics -Dynamic behaviour and failure of materials including plasticity and fracture -Stress waves -Structural crashworthiness -High-rate mechanical and forming processes -Impact, blast and high-rate loading/measurement techniques and their applications
×
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:481959085
Book学术官方微信