A mechanism study of thermal resistance formation and post-fire strength recovery in cement paste with carbon nanotubes and nanosilica via focused ion beam/scanning electron microscopy tomography

IF 6.7 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
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Abstract

Although carbon nanotubes (CNT) and nanosilica (NS) have shown substantial potential for enhancing the thermal resistance and post-fire mechanical recovery of cementitious composites, their combined synergistic effects remain unclear. This study aimed to elucidate the influence of CNT and NS double-hybrids on the physicochemical properties of cementitious composites under different heating temperatures (200, 500, and 800 °C) and re-curing conditions (25 °C/65 % RH and water immersion). We assessed the changes in the compressive and tensile strengths, bulk density, surface morphology, hydration products, and pore characteristics using focused ion beam scanning electron microscopy to visualize the evolving nanoscale pore structures. Our findings reveal a remarkable synergistic effect on the thermal resistance and strength recovery properties of the CNT/NS hybrid samples, owing to the stable matrix observed after heating to 800 °C. Following exposure to 800 °C, the tensile strength exhibited a remarkable 69.6 % increase compared to its pre-heating state, without any indication of crack formation. The CNT served as nucleation sites, expediting the pozzolanic reaction of NS during heating and resulting in a homogenized pore structure with interconnected hydrates. The CNT/NS hybrid samples exhibited uniform shrinkage of hydrates without creating nanoscale rod-like pores typical in ordinary cement paste, while the increase in pore volume was predominantly attributed to the expansion of existing pores and the formation of nearby new pores.

Abstract Image

通过聚焦离子束/扫描电子显微镜断层扫描对碳纳米管和纳米二氧化硅水泥浆热阻形成和火后强度恢复的机理研究
尽管碳纳米管(CNT)和纳米二氧化硅(NS)在增强水泥基复合材料的耐热性和火灾后机械恢复方面表现出了巨大的潜力,但它们的综合协同效应仍不明确。本研究旨在阐明在不同的加热温度(200、500 和 800 ℃)和再固化条件(25 ℃/65 % 相对湿度和水浸泡)下,CNT 和 NS 双混合物对水泥基复合材料理化性能的影响。我们使用聚焦离子束扫描电子显微镜评估了抗压和抗拉强度、体积密度、表面形态、水化产物和孔隙特征的变化,以观察不断演变的纳米级孔隙结构。我们的研究结果表明,CNT/NS 混合样品的耐热性和强度恢复特性具有显著的协同效应,这得益于加热至 800 °C 后观察到的稳定基质。与加热前的状态相比,暴露于 800 °C 后的拉伸强度显著提高了 69.6%,且没有任何裂纹形成的迹象。CNT 可作为成核点,在加热过程中加速 NS 的胶凝反应,并形成具有相互连接的水合物的均匀孔隙结构。CNT/NS 混合样品表现出均匀的水合物收缩,没有形成普通水泥浆中典型的纳米级杆状孔隙,而孔隙体积的增加主要归因于现有孔隙的扩大和附近新孔隙的形成。
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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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