Harnessing waste for sustainable construction: A novel synthesizing activators from waste for one-part geopolymer concrete and evaluating its fracture toughness

IF 5 2区 工程技术 Q1 ENGINEERING, MECHANICAL Theoretical and Applied Fracture Mechanics Pub Date : 2024-11-01 DOI:10.1016/j.tafmec.2024.104745
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Abstract

Geopolymer concrete garners significant attention due to its potential to mitigate pressing global challenges, such as CO2 emissions and waste management for disposal. However, using more expensive commercial activators has posed a significant obstacle to practical implementation. Therefore, scientists want to develop methods to extract powdered activators from agricultural and industrial waste materials. To this end, the study has sought to create innovative activators derived from waste glass powder (WGP) and silica-rich rice husk ash (RHA) to create one-part geopolymer concrete (OPGC). Ground granulated blast-furnace slag is utilized as a precursor material for preparing binder, with varying ratios of WGP/RHA to sodium hydroxide (NaOH) from 0.50 to 1.75 at 0.25 intervals. Twenty-four distinct mixtures of OPGC were prepared using the materials mentioned above and evaluated for their compressive strength and fracture toughness. The primary objective of this research is to evaluate the mode I, III, and I/III fracture toughness of OPGC using edge-notched disc bend specimens. Additionally, a 1 % steel fiber dosage was introduced into the OPGC to reduce brittleness. The microstructural characteristics were examined through X-ray diffraction and scanning electron microscopy. Findings reveal that the fracture toughness of OPGC improves with the RHA to NaOH ratio up to 1.0, peaking at 1.09 MPa·m^0.5. Likewise, the fracture toughness increases with the WGP to NaOH ratio up to 0.75, reaching a peak value of 1.20 MPa·m^0.5. Beyond these respective ratios, a decrease in fracture toughness was observed. Nonetheless, incorporating fibers into OPGC consistently improved the fracture toughness across all mixtures. Mode I fracture toughness is greater than I/III and III, emphasizing the significance of Mode III compared to other fracture modes.
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利用废物实现可持续建筑:利用废物合成单组分土工聚合物混凝土活化剂并评估其断裂韧性的新方法
土工聚合物混凝土因其在缓解二氧化碳排放和废物处理管理等紧迫的全球挑战方面的潜力而备受关注。然而,使用较为昂贵的商业活化剂对实际应用构成了重大障碍。因此,科学家们希望开发出从农业和工业废料中提取粉末状活化剂的方法。为此,该研究试图从废玻璃粉(WGP)和富含二氧化硅的稻壳灰(RHA)中提取创新活化剂,用于制造单组分土工聚合物混凝土(OPGC)。磨碎的粒状高炉矿渣被用作制备粘结剂的前体材料,WGP/RHA 与氢氧化钠(NaOH)的比例从 0.50 到 1.75 不等,间隔为 0.25。使用上述材料制备了二十四种不同的 OPGC 混合物,并对其抗压强度和断裂韧性进行了评估。这项研究的主要目的是使用边缘缺口圆盘弯曲试样评估 OPGC 的 I、III 和 I/III 模式断裂韧性。此外,还在 OPGC 中加入了 1% 的钢纤维以降低脆性。通过 X 射线衍射和扫描电子显微镜检查了微观结构特征。研究结果表明,OPGC 的断裂韧性随 RHA 与 NaOH 的比率增加而提高,最高可达 1.09 MPa-m^0.5。同样,断裂韧性随着 WGP 与 NaOH 的比率增加而增加,最高可达 0.75,峰值为 1.20 MPa-m^0.5。超过这些比例后,断裂韧性会下降。尽管如此,在所有混合物中,在 OPGC 中加入纤维都能持续改善断裂韧性。模式 I 的断裂韧性大于模式 I/III 和模式 III,强调了模式 III 与其他断裂模式相比的重要性。
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来源期刊
Theoretical and Applied Fracture Mechanics
Theoretical and Applied Fracture Mechanics 工程技术-工程:机械
CiteScore
8.40
自引率
18.90%
发文量
435
审稿时长
37 days
期刊介绍: Theoretical and Applied Fracture Mechanics'' aims & scopes have been re-designed to cover both the theoretical, applied, and numerical aspects associated with those cracking related phenomena taking place, at a micro-, meso-, and macroscopic level, in materials/components/structures of any kind. The journal aims to cover the cracking/mechanical behaviour of materials/components/structures in those situations involving both time-independent and time-dependent system of external forces/moments (such as, for instance, quasi-static, impulsive, impact, blasting, creep, contact, and fatigue loading). Since, under the above circumstances, the mechanical behaviour of cracked materials/components/structures is also affected by the environmental conditions, the journal would consider also those theoretical/experimental research works investigating the effect of external variables such as, for instance, the effect of corrosive environments as well as of high/low-temperature.
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