Barış Bayrak, Haluk Görkem Alcan, Özge Çiğdem Özelmacı Durmaz, Süleyman İpek, Gökhan Kaplan, Erhan Güneyisi, Abdulkadir Cüneyt Aydın
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The physical properties investigated were unit weight, apparent porosity, water absorption, and capillary water absorption, while the strength performances investigated were flexural and compressive strengths. To monitor the effect of high temperatures on the strength characteristics of the geopolymer composites, the mixtures were exposed to temperatures of 200 °C, 400 °C, and 600 °C. Besides, SEM images were provided to illustrate the degree of geopolimerization. The results indicated that metakaolin replacement yielded mixtures having higher unit weight, but lower apparent porosity and water absorption. The results indicated that metakaolin replacement yielded mixtures having a higher unit weight, reaching an increase of about 5%, but lower apparent porosity and water absorption, with decreases reaching 18.3% and 20%, respectively. The metakaolin-blended geopolymer composites resulted in better strength performance and resistance to high temperatures. Raising the metakaolin replacement level from 0 to 15% led to an increase of 17.3% in flexural strength. The compressive strength of the composites subjected to a temperature of 200 °C exhibited an increase of over 10%. Notably, this rate of increment was observed to be nearly 20% higher in nonfibrous composites. Fiber addition decreased the compressive strength up to about 21%, while increasing the flexural strength up to 65%. Strength performance improved at 200 °C, but decreased at higher temperatures up to 600 °C. 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引用次数: 0
摘要
该研究调查了粉煤灰基土工聚合物复合材料暴露于高温时的物理特性和机械性能。土工聚合物复合材料是使用粉煤灰作为富含硅酸铝的原材料,并结合硅酸钠和氢氧化钠作为碱性活化剂生产出来的。在这种情况下,研究还考察了部分替代偏高岭土(按重量计分别为 7.5% 和 15%)的影响。此外,该研究还旨在考察添加纤维(玄武岩和碳纤维)对土工聚合物复合材料的物理、机械和高温性能的影响。研究的物理特性包括单位重量、表观孔隙率、吸水性和毛细吸水性,而强度性能则包括抗弯强度和抗压强度。为了监测高温对土工聚合物复合材料强度特性的影响,将混合物分别置于 200 ℃、400 ℃ 和 600 ℃ 的温度下。此外,还提供了 SEM 图像以说明土工聚合的程度。结果表明,取代偏高岭土的混合物单位重量更高,但表观孔隙率和吸水率更低。结果表明,取代偏高岭土后,混合物的单位重量增加了约 5%,但表观孔隙率和吸水率却降低了,分别降低了 18.3% 和 20%。混有偏高岭土的土工聚合物复合材料具有更好的强度和耐高温性能。将偏高岭土的替代水平从 0 提高到 15%,可使抗折强度提高 17.3%。复合材料在 200 °C 温度下的抗压强度提高了 10%以上。值得注意的是,在非纤维复合材料中,这一增长率要高出近 20%。添加纤维后,抗压强度降低了约 21%,而抗弯强度提高了 65%。强度性能在 200 °C 时有所提高,但在高达 600 °C 的高温下则有所下降。土工聚合物复合材料在高温下会出现明显的质量损失。
Studying the metakaolin content, fiber type, and high-temperature effects on the physico-mechanical properties of fly ash-based geopolymer composites
The study investigated the physicasl characteristics and mechanical performance of fly ash-based geopolymer composites when exposed to high temperatures. Geopolymer composites were produced using fly ash as an aluminosilicate-rich raw material and a combination of sodium silicate and sodium hydroxide as an alkaline activator. In this context, the study also examined the impact of partially replacing metakaolin (7.5% and 15% by weight). Furthermore, the study aims to examine the impact of adding fiber (basalt and carbon types) on the physical, mechanical, and high-temperature properties of geopolymer composites. The physical properties investigated were unit weight, apparent porosity, water absorption, and capillary water absorption, while the strength performances investigated were flexural and compressive strengths. To monitor the effect of high temperatures on the strength characteristics of the geopolymer composites, the mixtures were exposed to temperatures of 200 °C, 400 °C, and 600 °C. Besides, SEM images were provided to illustrate the degree of geopolimerization. The results indicated that metakaolin replacement yielded mixtures having higher unit weight, but lower apparent porosity and water absorption. The results indicated that metakaolin replacement yielded mixtures having a higher unit weight, reaching an increase of about 5%, but lower apparent porosity and water absorption, with decreases reaching 18.3% and 20%, respectively. The metakaolin-blended geopolymer composites resulted in better strength performance and resistance to high temperatures. Raising the metakaolin replacement level from 0 to 15% led to an increase of 17.3% in flexural strength. The compressive strength of the composites subjected to a temperature of 200 °C exhibited an increase of over 10%. Notably, this rate of increment was observed to be nearly 20% higher in nonfibrous composites. Fiber addition decreased the compressive strength up to about 21%, while increasing the flexural strength up to 65%. Strength performance improved at 200 °C, but decreased at higher temperatures up to 600 °C. The geopolymer composites experienced significant mass loss when exposed to high temperatures.
期刊介绍:
Archives of Civil and Mechanical Engineering (ACME) publishes both theoretical and experimental original research articles which explore or exploit new ideas and techniques in three main areas: structural engineering, mechanics of materials and materials science.
The aim of the journal is to advance science related to structural engineering focusing on structures, machines and mechanical systems. The journal also promotes advancement in the area of mechanics of materials, by publishing most recent findings in elasticity, plasticity, rheology, fatigue and fracture mechanics.
The third area the journal is concentrating on is materials science, with emphasis on metals, composites, etc., their structures and properties as well as methods of evaluation.
In addition to research papers, the Editorial Board welcomes state-of-the-art reviews on specialized topics. All such articles have to be sent to the Editor-in-Chief before submission for pre-submission review process. Only articles approved by the Editor-in-Chief in pre-submission process can be submitted to the journal for further processing. Approval in pre-submission stage doesn''t guarantee acceptance for publication as all papers are subject to a regular referee procedure.