Investigation the mechanical, durability, heating Investigation the mechanical, durability, heating struggle, thermal gravimetric examination, and microstructure of geopolymer ceramic concrete incorporating nano-silica and nano-Soda-Cans

IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Construction and Building Materials Pub Date : 2025-02-14 DOI:10.1016/j.conbuildmat.2025.140325
Tamer I. Ahmed , Ibrahim M. El-Mehasseb , Nagi M. El-Shafai , Reda S. Salama , Dina.E. Tobbala
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Fifteen mixes were prepared and tested to determine the effect of replacing conventional fine and coarse aggregates with CC and FC at replacement levels up to 100 % in GPC. The effect of adding nano-silica (NS) and NA at different dosages (2 %, 3 %, and 4 % of binder content) on GPC performance was also investigated. The properties considered in this work are slump flow, initial setting time, final setting time, densities—wet, dry, and oven-dried—and mechanical strengths including compressive strength (<span><math><msub><mrow><mi>f</mi></mrow><mrow><mi>c</mi></mrow></msub></math></span>), tensile strength (<span><math><msub><mrow><mi>f</mi></mrow><mrow><mi>t</mi></mrow></msub></math></span>), bond strength (<span><math><msub><mrow><mi>f</mi></mrow><mrow><mi>b</mi></mrow></msub></math></span>), and flexural strength (<span><math><msub><mrow><mi>f</mi></mrow><mrow><mi>f</mi></mrow></msub></math></span>). Other tests such as water absorption (WA%), residual compressive strength (<span><math><msubsup><mrow><mi>f</mi></mrow><mrow><mi>c</mi></mrow><mrow><mo>′</mo></mrow></msubsup></math></span>), and residual density (<span><math><mrow><mi>D</mi><mo>′</mo></mrow></math></span>) when exposed to higher temperatures (up to 800 °C), thermogravimetric analysis (TGA) and scanning electron microscopy (SEM) of GPC mixes, were also carried out. It was shown in the experimental results that alkaline activators had strong reducing effects on setting times of GPC. That is, it obtained an initial set in 45 minutes and a final set in 6 hours at room temperature. The mechanical properties of the control mix (GVC) at 28 days were: <span><math><mrow><msub><mrow><mi>f</mi></mrow><mrow><mi>c</mi></mrow></msub><mo>=</mo><mn>38</mn></mrow></math></span> MPa, <span><math><mrow><msub><mrow><mi>f</mi></mrow><mrow><mi>t</mi></mrow></msub><mo>=</mo><mspace></mspace><mn>4.14</mn></mrow></math></span> MPa, <span><math><mrow><msub><mrow><mi>f</mi></mrow><mrow><mi>b</mi></mrow></msub><mo>=</mo><mn>7.1</mn></mrow></math></span> MPa, <span><math><mrow><msub><mrow><mi>f</mi></mrow><mrow><mi>f</mi></mrow></msub><mo>=</mo><mn>5.6</mn></mrow></math></span> MPa, and WA% = 1.8 %. Concrete with 25 % CC and 25 % FC replacement demonstrated enhanced mechanical and thermal properties. Still, further replacement of CC or FC beyond 50 % resulted in deterioration in both mechanical and durability properties. The addition of NS and NA improved the performance of GPC compared to GVC, with maximum improvements at 3 % and 4 %, respectively. The NA exhibited better mechanical properties, residual strength (<span><math><msubsup><mrow><mi>f</mi></mrow><mrow><mi>c</mi></mrow><mrow><mo>′</mo></mrow></msubsup></math></span>), and thermal stability by TGA and SEM tests than NS at all levels of substitution. The addition of 4 % NA enhanced the control mix <span><math><mrow><msub><mrow><mi>f</mi></mrow><mrow><mi>c</mi></mrow></msub><mo>,</mo><mspace></mspace><msub><mrow><mi>f</mi></mrow><mrow><mi>t</mi></mrow></msub><mo>,</mo><mspace></mspace><msub><mrow><mi>f</mi></mrow><mrow><mi>b</mi></mrow></msub></mrow></math></span>, and <span><math><msub><mrow><mi>f</mi></mrow><mrow><mi>f</mi></mrow></msub></math></span> by 41.9 %, 64 %, 54.7 %, and 69.6 %, respectively, with a slight increase in WA% to 0.41 %. Moreover, <span><math><msubsup><mrow><mi>f</mi></mrow><mrow><mi>c</mi></mrow><mrow><mo>′</mo></mrow></msubsup></math></span> exhibited outstanding 213 % enhancement at 800 °C. The NA4 mix had the most desirable morphological features and thermal stability, as evidenced by SEM and TGA analyses.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"467 ","pages":"Article 140325"},"PeriodicalIF":8.0000,"publicationDate":"2025-02-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Construction and Building Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0950061825004738","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}
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Abstract

Geopolymer concrete (GPC) has been developed to reduce the environmental footprint of cement production. Practical applications for GPC remain mostly limited to the production of precast concrete, and heat treatment has been identified as the leading barrier to wider adoption of this promising technology. In this research, this barrier was faced with nano-alumina produced from waste materials: recycled aluminum beverage cans and waste ceramic used in the GPC as a coarse aggregate (CC) and as fine aggregates (FC). Fifteen mixes were prepared and tested to determine the effect of replacing conventional fine and coarse aggregates with CC and FC at replacement levels up to 100 % in GPC. The effect of adding nano-silica (NS) and NA at different dosages (2 %, 3 %, and 4 % of binder content) on GPC performance was also investigated. The properties considered in this work are slump flow, initial setting time, final setting time, densities—wet, dry, and oven-dried—and mechanical strengths including compressive strength (fc), tensile strength (ft), bond strength (fb), and flexural strength (ff). Other tests such as water absorption (WA%), residual compressive strength (fc), and residual density (D) when exposed to higher temperatures (up to 800 °C), thermogravimetric analysis (TGA) and scanning electron microscopy (SEM) of GPC mixes, were also carried out. It was shown in the experimental results that alkaline activators had strong reducing effects on setting times of GPC. That is, it obtained an initial set in 45 minutes and a final set in 6 hours at room temperature. The mechanical properties of the control mix (GVC) at 28 days were: fc=38 MPa, ft=4.14 MPa, fb=7.1 MPa, ff=5.6 MPa, and WA% = 1.8 %. Concrete with 25 % CC and 25 % FC replacement demonstrated enhanced mechanical and thermal properties. Still, further replacement of CC or FC beyond 50 % resulted in deterioration in both mechanical and durability properties. The addition of NS and NA improved the performance of GPC compared to GVC, with maximum improvements at 3 % and 4 %, respectively. The NA exhibited better mechanical properties, residual strength (fc), and thermal stability by TGA and SEM tests than NS at all levels of substitution. The addition of 4 % NA enhanced the control mix fc,ft,fb, and ff by 41.9 %, 64 %, 54.7 %, and 69.6 %, respectively, with a slight increase in WA% to 0.41 %. Moreover, fc exhibited outstanding 213 % enhancement at 800 °C. The NA4 mix had the most desirable morphological features and thermal stability, as evidenced by SEM and TGA analyses.
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采用纳米二氧化硅和纳米苏打罐的地聚合物陶瓷混凝土的力学、耐久性、受热斗争、热重检测和微观结构的研究
地聚合物混凝土(GPC)的发展是为了减少水泥生产的环境足迹。GPC的实际应用仍然主要局限于预制混凝土的生产,热处理已被确定为广泛采用这一有前途的技术的主要障碍。在这项研究中,这个屏障是由废料产生的纳米氧化铝所面临的:回收的铝饮料罐和废陶瓷在GPC中用作粗骨料(CC)和细骨料(FC)。配制了15种混合料,并对其进行了测试,以确定用CC和FC替代常规细骨料和粗骨料的效果,其替代水平高达100% %的GPC。研究了纳米二氧化硅(NS)和纳米二氧化硅(NA)的添加量(粘结剂含量的2 %、3 %和4 %)对GPC性能的影响。本研究考虑的性能包括坍落度、初凝时间、终凝时间、密度(湿、干、烘箱)和机械强度,包括抗压强度(fc)、抗拉强度(ft)、粘结强度(fb)和抗折强度(ff)。其他测试,如吸水率(WA%),残余抗压强度(fc ‘),残余密度(D ’)当暴露在更高的温度(高达800°C),热重分析(TGA)和扫描电子显微镜(SEM)的GPC混合物,也进行了。实验结果表明,碱性活化剂对GPC的凝固次数有较强的还原作用。即在室温下45分钟得到初凝,6小时得到终凝。对照混合物(GVC) 28天的力学性能为:fc=38 MPa, ft=4.14 MPa, fb=7.1 MPa, ff=5.6 MPa, WA% = 1.8%。25% CC和25% FC替代的混凝土表现出增强的机械和热性能。然而,进一步更换超过50%的CC或FC会导致机械性能和耐用性的恶化。与GVC相比,添加NS和NA可改善GPC的性能,最大改善幅度分别为3%和4%。通过热重分析(TGA)和扫描电镜(SEM)测试,NA的力学性能、残余强度(fc′)和热稳定性均优于NS。添加4% NA可使对照组合fc、ft、fb和ff分别提高41.9%、64%、54.7%和69.6%,WA%略有提高,达到0.41%。此外,fc′在800℃时表现出213%的显著增强。SEM和TGA分析表明,NA4混合物具有最理想的形态特征和热稳定性。
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来源期刊
Construction and Building Materials
Construction and Building Materials 工程技术-材料科学:综合
CiteScore
13.80
自引率
21.60%
发文量
3632
审稿时长
82 days
期刊介绍: Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged. Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.
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