揭示以废玻璃粉为前驱体的高强度高延性工程地聚合物复合材料的多力学性能

IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Zhiming Ma , Jiayi Guo , Shifeng Li , Youchao Zhang , Changqing Wang
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引用次数: 0

摘要

本研究以废玻璃粉(WGP)为绿色前驱体,开发了高强度、高延展性的工程地聚合物复合材料(EGC),实现了玻璃废弃物的高价值利用,同时拓展了低碳EGC体系。WGP颗粒形态不规则,含有丰富的非晶态成分,具有地聚合反应性和填充效应。当WGP部分替代适量的粉状高炉渣(GGBS)和粉煤灰同时加入时,得到的EGC微观结构致密,显微硬度增强,提高硅酸盐模量和碱用量进一步改善了WGP-EGC的显微性能。WGP大量替代GGBS对EGC强度有负面影响,而WGP替代粉煤灰对EGC强度有积极影响。用WGP代替GGBS和粉煤灰,得到的WGP-EGC具有与参考EGC相当或更好的机械强度。在直接拉伸加载下,随着WGP替代GGBS或粉煤灰比例的增加,单轴拉伸性能先提高后下降,且WGP替代粉煤灰的正效应比替代GGBS的更显著。当WGP同时替换适当比例的GGBS和粉煤灰时,得到的WGP-EGC与参考EGC相比具有更好的单轴拉伸性能。随着硅酸盐模量和碱用量的增加,WGP-EGC的拉应力和应变能力增强,平均裂缝宽度和裂缝数量增加。当碱用量为9.0 %、模量为1.3时制备的WGP-EGC拉伸性能最佳,拉伸应力为12.9 MPa,拉伸应变为8.5 %。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Unlocking the multi-mechanical properties of high-strength high-ductility engineered geopolymer composites incorporating waste glass powder as precursor
This study developed high-strength, high-ductility engineered geopolymer composites (EGC) using waste glass powder (WGP) as a green precursor, achieving high-value utilization of glass waste while expanding the low-carbon EGC system. WGP exhibited irregular particle morphology and contained abundant amorphous components, demonstrating both geopolymerization reactivity and filler effects. When WGP partially replaced moderate dosage of ground granulated blast-furnace slag (GGBS) and fly ash simultaneously, the resulting EGC developed a dense microstructure with enhanced micro-hardness, and elevating silicate modulus and alkali dosage further improved the micro-properties of WGP-EGC. The high-volume replacement of GGBS with WGP negatively impacted the EGC strength, while WGP substitution for fly ash exerted a positive effect. Combined replacement of both GGBS and fly ash with WGP produced WGP-EGC with comparable or better mechanical strengths than the reference EGC. Under a direct tensile loading, the uniaxial tensile performance initially improved and then declined as the WGP replacement ratio for either GGBS or fly ash increased, and the positive effect observed when WGP replaced fly ash was more significant than that when it replaced GGBS. When WGP replaced appropriate proportions of GGBS and fly ash simultaneously, the resulting WGP-EGC exhibited superior uniaxial tensile performance compared to the reference EGC. Increasing the silicate modulus and alkali dosage enhanced the WGP-EGC’s tensile stress and strain capacity, and concurrently increased the average crack width and number. The WGP-EGC prepared with 1.3 modulus and 9.0 % alkali dosage exhibited the best tensile performance, achieving a tensile stress of 12.9 MPa and a tensile strain of 8.5 %.
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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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