环境暴露对锡渣聚合物混凝土长期抗拉强度的影响

Muhamad Soffi Bin Manda , Mohd Ruzaimi Mat Rejab , Shukur Abu Hassan , Mat Uzir Bin Wahit , Joseph Selvi Binoj , Brailson Mansingh Bright , Siti Safarah Binti Amirnuddin , Alamry Ali , Kheng Lim Goh
{"title":"环境暴露对锡渣聚合物混凝土长期抗拉强度的影响","authors":"Muhamad Soffi Bin Manda ,&nbsp;Mohd Ruzaimi Mat Rejab ,&nbsp;Shukur Abu Hassan ,&nbsp;Mat Uzir Bin Wahit ,&nbsp;Joseph Selvi Binoj ,&nbsp;Brailson Mansingh Bright ,&nbsp;Siti Safarah Binti Amirnuddin ,&nbsp;Alamry Ali ,&nbsp;Kheng Lim Goh","doi":"10.1016/j.nxsust.2025.100139","DOIUrl":null,"url":null,"abstract":"<div><div>This investigation presents the influence of different environmental exposures on splitting tensile strength of long term cured Tin Slag Polymer Concrete (TSPC). Cylindrical TSPC specimens were moulded with tin slag and unsaturated polyester resin in the ratio 30:70 and exposed to indoor, outdoor and industrial environments. After 12 months of exposure, they were tested for its splitting tensile strength characteristics. The TSPC samples exposed to industrial (aggressive) environment reads an average value of 10.36 MPa. On the other hand, TSPC samples exposed to indoor (controlled) and outdoor (tropical climate) environments depict an average value of 7.92 MPa and 8.37 MPa respectively. Failure modes of TSPC for long term curing revealed splitting of sample along diametrical line with some parts peeling off from the middle section. Analysis of the stress-strain data revealed that all TSPC specimens exhibited linear behavior up to the peak load. Beyond this point, the specimens continued to fissure without additional strain. This behavior indicates a perfectly brittle failure mode which makes them suitable for structural applications. These findings support sustainable construction practices by promoting resource efficiency and delivering economic benefits to society.</div></div>","PeriodicalId":100960,"journal":{"name":"Next Sustainability","volume":"5 ","pages":"Article 100139"},"PeriodicalIF":0.0000,"publicationDate":"2025-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Effect of environmental exposure on long-term tensile strength of tin slag polymer concrete\",\"authors\":\"Muhamad Soffi Bin Manda ,&nbsp;Mohd Ruzaimi Mat Rejab ,&nbsp;Shukur Abu Hassan ,&nbsp;Mat Uzir Bin Wahit ,&nbsp;Joseph Selvi Binoj ,&nbsp;Brailson Mansingh Bright ,&nbsp;Siti Safarah Binti Amirnuddin ,&nbsp;Alamry Ali ,&nbsp;Kheng Lim Goh\",\"doi\":\"10.1016/j.nxsust.2025.100139\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This investigation presents the influence of different environmental exposures on splitting tensile strength of long term cured Tin Slag Polymer Concrete (TSPC). Cylindrical TSPC specimens were moulded with tin slag and unsaturated polyester resin in the ratio 30:70 and exposed to indoor, outdoor and industrial environments. After 12 months of exposure, they were tested for its splitting tensile strength characteristics. The TSPC samples exposed to industrial (aggressive) environment reads an average value of 10.36 MPa. On the other hand, TSPC samples exposed to indoor (controlled) and outdoor (tropical climate) environments depict an average value of 7.92 MPa and 8.37 MPa respectively. Failure modes of TSPC for long term curing revealed splitting of sample along diametrical line with some parts peeling off from the middle section. Analysis of the stress-strain data revealed that all TSPC specimens exhibited linear behavior up to the peak load. Beyond this point, the specimens continued to fissure without additional strain. This behavior indicates a perfectly brittle failure mode which makes them suitable for structural applications. These findings support sustainable construction practices by promoting resource efficiency and delivering economic benefits to society.</div></div>\",\"PeriodicalId\":100960,\"journal\":{\"name\":\"Next Sustainability\",\"volume\":\"5 \",\"pages\":\"Article 100139\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2025-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Next Sustainability\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S294982362500042X\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Next Sustainability","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S294982362500042X","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

摘要

研究了不同环境暴露对长期固化锡渣聚合物混凝土(TSPC)劈裂抗拉强度的影响。用锡渣与不饱和聚酯树脂按30:70的比例进行成型,分别置于室内、室外和工业环境中。暴露12个月后,测试其劈裂拉伸强度特性。暴露于工业(侵略性)环境中的TSPC样品的平均值为10.36 MPa。另一方面,暴露于室内(受控)和室外(热带气候)环境的TSPC样品的平均值分别为7.92 MPa和8.37 MPa。TSPC长期养护的破坏模式表现为试样沿直径线分裂,部分零件从中部剥落。应力应变数据分析表明,所有TSPC试件在峰值荷载前均表现为线性行为。超过这一点,试样继续破裂,没有额外的应变。这种行为表明了一种完美的脆性破坏模式,使它们适合于结构应用。这些发现通过提高资源效率和为社会带来经济效益来支持可持续建筑实践。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effect of environmental exposure on long-term tensile strength of tin slag polymer concrete
This investigation presents the influence of different environmental exposures on splitting tensile strength of long term cured Tin Slag Polymer Concrete (TSPC). Cylindrical TSPC specimens were moulded with tin slag and unsaturated polyester resin in the ratio 30:70 and exposed to indoor, outdoor and industrial environments. After 12 months of exposure, they were tested for its splitting tensile strength characteristics. The TSPC samples exposed to industrial (aggressive) environment reads an average value of 10.36 MPa. On the other hand, TSPC samples exposed to indoor (controlled) and outdoor (tropical climate) environments depict an average value of 7.92 MPa and 8.37 MPa respectively. Failure modes of TSPC for long term curing revealed splitting of sample along diametrical line with some parts peeling off from the middle section. Analysis of the stress-strain data revealed that all TSPC specimens exhibited linear behavior up to the peak load. Beyond this point, the specimens continued to fissure without additional strain. This behavior indicates a perfectly brittle failure mode which makes them suitable for structural applications. These findings support sustainable construction practices by promoting resource efficiency and delivering economic benefits to society.
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
自引率
0.00%
发文量
0
×
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