Temporal and spatial variations of mechanical performance and microstructure of mature concrete under long-term low vacuum condition

IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Construction and Building Materials Pub Date : 2025-04-13 DOI:10.1016/j.conbuildmat.2025.141202
Xiaolong Wang , Honglei Chang , Shaowei Li , Yunxiang Jia , Feng Guo , Pan Feng
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Abstract

Rapid moisture loss under low vacuum condition (LVC) would alter the microstructure of concrete materials, presenting substantial challenge to their long-term mechanical performance and receiving increasing attention. In this study, a two-year exposure experiment was conducted to investigate the spatiotemporal effects of long-term LVC on the static and dynamic mechanical properties, phase composition, multi-scale pore structure, and interfacial transition zone (ITZ) of mature concrete cured for 28 days. Experimental results show that compared to normal air condition (NAC), short-term (1 month) LVC exposure initially enhances the compressive strength of mature concrete, whereas prolonged LVC exposure leads to a decline of 2.4∼10.4 % in compressive strength and 5.0∼22.1 % in flexural strength. Correspondingly, compared to NAC, the ultimate strain and impact toughness of concrete after long-term LVC exposure are reduced by as much as 35.2 % and 36.8 %, respectively. Moreover, LVC does not alter the type of hydration products, but it inhibits further hydration. This inhibition not only leads to an increase in mesoscopic pores of 750–1100 μm but also results in an increase in the total porosity and the most probable aperture at the micro-nano scale. Furthermore, prolonged LVC exposure produces a looser morphology of the ITZ between the coarse aggregate and paste, along with a reduction in indentation modulus and an increase in thickness by 10μm. Additionally, in space terms, the adverse effect of prolonged LVC on strength and microstructure of mature concrete significantly decreases with increasing exposure depth. Lastly, a physical model based on dynamic moisture loss is proposed to explain the microstructure changes in the matrix after LVC exposure, offering deeper insights into the spatiotemporal evolution mechanism of mature concrete’s mechanical performance under LVC.
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长期低真空条件下成熟混凝土力学性能和微观结构的时空变化
低真空条件(LVC)下的快速水分流失会改变混凝土材料的微观结构,对其长期力学性能构成巨大挑战,因此受到越来越多的关注。本研究进行了为期两年的暴露实验,以研究长期低真空条件对养护 28 天的成熟混凝土的静态和动态力学性能、相组成、多尺度孔隙结构和界面过渡区(ITZ)的时空影响。实验结果表明,与正常空气条件(NAC)相比,短期(1 个月)低气压暴露最初会提高成熟混凝土的抗压强度,而长期低气压暴露则会导致抗压强度下降 2.4%∼10.4%,抗折强度下降 5.0%∼22.1%。相应地,与 NAC 相比,长期暴露于 LVC 后混凝土的极限应变和冲击韧性分别降低了 35.2% 和 36.8%。此外,LVC 不会改变水化产物的类型,但会抑制进一步的水化。这种抑制作用不仅会导致 750-1100 μm 的中观孔隙增加,还会导致总孔隙率和微纳尺度的最可能孔径增加。此外,长时间的低温低压暴露会导致粗骨料和浆料之间的 ITZ 形状更加松散,同时压痕模量降低,厚度增加 10 微米。此外,从空间上看,随着暴露深度的增加,长期低温低压对成熟混凝土强度和微观结构的不利影响也会明显减小。最后,提出了一个基于动态水分损失的物理模型来解释 LVC 暴露后基体微观结构的变化,从而更深入地揭示了 LVC 下成熟混凝土力学性能的时空演变机制。
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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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