水泥基材料中硫酸盐侵蚀引起膨胀的完全耦合物理化学力学模型

IF 10.8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Motohiro Ohno , Koichi Maekawa
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引用次数: 0

摘要

胶凝材料中硫酸盐侵蚀引起的膨胀是一个复杂的物理化学力学现象,受多种因素的影响。为了加深我们对这一退化过程的理解,可以考虑各种材料,结构,环境条件的多物理场建模和模拟是非常宝贵的。本研究提出了一个完全耦合的物理-化学-力学模型来模拟水泥基材料中硫酸盐侵蚀引起的膨胀。该模型集成了水泥水化、孔隙结构形成、水泥基质内水分和离子传输的多尺度模型,以及地球化学代码PHREEQC来计算孔隙溶液中的化学平衡。该模型假定钙矾石和石膏的次生形成都有助于膨胀。利用水泥基材料的压缩、拉伸和剪切的弹塑性和损伤本构模型来模拟力学响应。在开裂的情况下,反应输运模型相应地调整材料的传质特性。模型与实验数据的对比验证表明,该模型能够合理地预测各种条件下的膨胀趋势。此外,模拟结果表明硫酸盐侵蚀引起的膨胀主要是由次生钙矾石形成驱动的,但也定量地显示了高硫酸盐离子浓度下次生石膏的显著贡献。敏感性分析还揭示了水泥矿物组成,特别是铝酸三钙(C3A)和硅酸三钙(C3S)含量和水泥中石膏的初始量对水泥的影响显著。本研究为进一步研究硫酸盐侵蚀引起的材料劣化与结构劣化之间的联系提供了基础,促进了对劣化混凝土结构的结构完整性和剩余使用寿命的评估。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Fully coupled physicochemical-mechanical modeling of sulfate attack-induced expansion in cement-based materials
Sulfate attack-induced expansion in cementitious materials is a complex physicochemical-mechanical phenomenon influenced by numerous factors. To deepen our understanding of this deterioration process, multiphysics modeling and simulations that can consider various material, structural, environmental conditions are invaluable. This study presents a fully coupled physicochemical-mechanical model to simulate sulfate attack-induced expansion in cement-based materials. The proposed model integrates multiscale models of cement hydration, pore structure formation, moisture and ion transport within the cement matrix, and the geochemical code PHREEQC to compute chemical equilibrium in pore solutions. The model assumes that secondary formation of both ettringite and gypsum contributes to expansion. The mechanical response is simulated using elasto-plastic and damaging constitutive models for compression, tension, and shear in cement-based materials. In cases of cracking, the reactive transport model adjusts the mass-transfer properties of the material accordingly. Model validation against experimental data demonstrated that the proposed model reasonably predicts expansion trends under various conditions. Furthermore, the simulations suggested that sulfate attack-induced expansion is primarily driven by secondary ettringite formation, but also quantitatively showed the significant contribution of secondary gypsum under high sulfate ion concentrations. Sensitivity analysis also revealed the significant impact of mineral compositions of cement, particularly tricalcium aluminate (C3A) and tricalcium silicate (C3S) contents and the initial amount of gypsum in cement. This study provides a baseline for further investigations aimed to link sulfate attack-induced material deterioration with structural degradation, facilitating the assessment of structural integrity and remaining service life of deteriorated concrete structures.
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来源期刊
Cement & concrete composites
Cement & concrete composites 工程技术-材料科学:复合
CiteScore
18.70
自引率
11.40%
发文量
459
审稿时长
65 days
期刊介绍: Cement & concrete composites focuses on advancements in cement-concrete composite technology and the production, use, and performance of cement-based construction materials. It covers a wide range of materials, including fiber-reinforced composites, polymer composites, ferrocement, and those incorporating special aggregates or waste materials. Major themes include microstructure, material properties, testing, durability, mechanics, modeling, design, fabrication, and practical applications. The journal welcomes papers on structural behavior, field studies, repair and maintenance, serviceability, and sustainability. It aims to enhance understanding, provide a platform for unconventional materials, promote low-cost energy-saving materials, and bridge the gap between materials science, engineering, and construction. Special issues on emerging topics are also published to encourage collaboration between materials scientists, engineers, designers, and fabricators.
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