Expansion of irregularly shaped aggregate induced by alkali-silica reaction: Insights from numerical modeling

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Cement and Concrete Research Pub Date : 2024-11-18 DOI:10.1016/j.cemconres.2024.107727
Lifu Yang, Zhenguo Shi, Kai Li, Xiang Hu, Caijun Shi
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Abstract

This study presents a homogenization approach to understand and simulate the heterogeneous expansion of irregularly shaped aggregate induced by alkali-silica reaction (ASR). The analysis employs a cubic representative volume element (RVE) containing a single reactive aggregate with an arbitrary shape embedded in a mortar matrix. At the aggregate level, ASR expansion is characterized by applying a homogeneous volumetric strain inside the internal structure of the reactive aggregate based on a first-order reaction kinetics. On the RVE scale, ASR expansion is formulated as a series of diffusion processes involving the formation of ASR products and their resulting expansion. By discretizing the RVE, a homogenization approach was proposed to link the homogeneous expansion rate at the aggregate level with the heterogeneous expansion strain at the RVE level. The model captures the heterogeneity of ASR expansion produced by reactive aggregate with arbitrary geometries by assigning anisotropic expansion capacity in different directions as a function of aggregate volume and size. The model was calibrated and validated using experimental data from literature. Results demonstrate that ASR expansion increases with aggregate size in the expansion direction for a given aggregate volume, and also with overall aggregate volume for a constant aggregate size in expansion direction. In addition, the simulations show that ASR-induced cracks in the mortar matrix initially form around the surface of reactive aggregate, particularly along the major axis (the direction of the maximum aggregate length) and around sharp corners of the irregularly shaped aggregate.
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碱-二氧化硅反应诱发的不规则形状集料膨胀:数值建模的启示
本研究提出了一种均质化方法,用于理解和模拟碱硅反应(ASR)诱发的不规则形状骨料的异质膨胀。分析采用了一个立方代表体积元素(RVE),其中包含一个嵌入砂浆基质中的任意形状的单个反应骨料。在骨料层面,根据一阶反应动力学,通过在反应骨料内部结构中施加均匀体积应变来描述 ASR 膨胀。在 RVE 尺度上,ASR 膨胀被表述为一系列涉及 ASR 产物形成及其膨胀的扩散过程。通过对 RVE 进行离散化,提出了一种均质化方法,将集料层面的均质膨胀率与 RVE 层面的异质膨胀应变联系起来。该模型通过将不同方向的各向异性膨胀能力作为骨料体积和尺寸的函数,捕捉了任意几何形状的反应骨料产生的 ASR 膨胀的异质性。利用文献中的实验数据对该模型进行了校准和验证。结果表明,在给定骨料体积的情况下,ASR 的膨胀率随骨料体积在膨胀方向上的增大而增大;在骨料体积不变的情况下,ASR 的膨胀率也随骨料体积在膨胀方向上的增大而增大。此外,模拟结果表明,砂浆基体中由 ASR 引起的裂缝最初形成于活性骨料表面周围,特别是沿主轴(最大骨料长度方向)和不规则形状骨料的尖角周围。
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来源期刊
Cement and Concrete Research
Cement and Concrete Research 工程技术-材料科学:综合
CiteScore
20.90
自引率
12.30%
发文量
318
审稿时长
53 days
期刊介绍: Cement and Concrete Research is dedicated to publishing top-notch research on the materials science and engineering of cement, cement composites, mortars, concrete, and related materials incorporating cement or other mineral binders. The journal prioritizes reporting significant findings in research on the properties and performance of cementitious materials. It also covers novel experimental techniques, the latest analytical and modeling methods, examination and diagnosis of actual cement and concrete structures, and the exploration of potential improvements in materials.
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