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 7.4 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":7.4000,"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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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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