Time-dependent drying shrinkage model for alkali-activated slag/fly ash-based concrete modified with multi-walled carbon nanotubes

IF 6.7 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Biao Li , Jiani Wu , Nana Song , Yi Zheng , Yuzhu Lu , Yin Chi
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Abstract

This study systematically investigates the effectiveness of multi-walled carbon nanotubes (MWCNTs) in controlling the drying shrinkage of slag/fly ash-derived alkali-activated concrete (AAC). A comprehensive experimental program is conducted to evaluate the influence of varying MWCNT contents (0–0.2 wt%) on the binder hydration kinetics, workability, mechanical properties, and drying shrinkage of AAC. Advanced characterization techniques including scanning electron microscopy, X-ray diffraction analysis and nuclear magnetic resonance spectroscopy are employed to elucidate the modification mechanism of MWCNTs. The test results reveal that the incorporation of MWCNTs reduces the initial/final setting times by 18–32 % and decreases the slump flow value by 15–41 %, attributed to the accelerated binder hydration kinetics and increased matrix viscosity. The optimal enhancement efficiency is at 0.1 wt% MWCNT dosage, achieving the maximum strength increments of 10.04 % (compressive), 19.78 % (splitting tensile), and 21.23 % (flexural) through microfiber crack-bridging mechanism. Notably, MWCNT-modified specimens exhibit 72 % and 58 % reductions in 7 days and 56 days drying shrinkage respectively, when compared to pure AAC. The three synergistic mechanisms are identified as nanoscale fiber crack bridging, nucleation sites for hydration product formation, and pore structure refinement through physical filling. The thermal analysis results also confirm the enhanced cumulative heat release (23–35 %) with MWCNT addition, correlating with microstructural densification through reduced porosity (27–42 %) and microcrack density. However, diminished effectiveness at higher concentrations (≥0.15 wt%) is attributed to MWCNT agglomeration induced by van der Waals forces and hydrophilic interactions. Based on the experimental results, a time-dependent dual-phase drying shrinkage prediction model incorporating hydration kinetics and fiber reinforcement factors is developed, demonstrating high accuracy against experimental validation. These findings provide critical insights into nanomaterial-based shrinkage control in AAC, offering a promising pathway for the development of dimensionally stable alkali-activated composites.
多壁碳纳米管改性碱活性矿渣/粉煤灰基混凝土的干燥收缩时效模型
本研究系统地研究了多壁碳纳米管(MWCNTs)在控制渣/粉煤灰碱活化混凝土(AAC)干燥收缩方面的有效性。为了评估不同MWCNT含量(0-0.2 wt%)对AAC粘结剂水化动力学、和易性、机械性能和干燥收缩率的影响,进行了一项综合实验。采用扫描电镜、x射线衍射分析和核磁共振波谱等先进表征技术,阐明了MWCNTs的改性机理。试验结果表明,MWCNTs的掺入使初始/最终凝结时间缩短了18 - 32%,坍落度流动值降低了15 - 41%,这是由于粘结剂水化动力学的加快和基体粘度的增加。当MWCNT添加量为0.1 wt%时,增强效率最佳,通过微纤维裂缝桥接机制实现了10.04%(压缩)、19.78%(劈裂拉伸)和21.23%(弯曲)的最大强度增量。值得注意的是,与纯AAC相比,mwcnts改性的样品在7天和56天的干燥收缩率分别减少了72%和58%。这三种协同机制分别是纳米级纤维裂缝桥接、水化产物形成的成核位点以及通过物理填充改善孔隙结构。热分析结果也证实了MWCNT的加入增加了累积放热(23 - 35%),并通过降低孔隙率(27 - 42%)和微裂纹密度来促进微观组织致密化。然而,在较高浓度(≥0.15 wt%)下,效率降低是由于范德华力和亲水相互作用引起的MWCNT团聚。基于实验结果,建立了含水化动力学和纤维增强因子的随时间变化的双相干燥收缩预测模型,经实验验证具有较高的准确性。这些发现为AAC中基于纳米材料的收缩控制提供了重要见解,为开发尺寸稳定的碱活化复合材料提供了一条有希望的途径。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Journal of building engineering
Journal of building engineering Engineering-Civil and Structural Engineering
CiteScore
10.00
自引率
12.50%
发文量
1901
审稿时长
35 days
期刊介绍: The Journal of Building Engineering is an interdisciplinary journal that covers all aspects of science and technology concerned with the whole life cycle of the built environment; from the design phase through to construction, operation, performance, maintenance and its deterioration.
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