考虑多尺度非均质性的混凝土传输性能预测模型
作者:
作者单位:

1.上海交通大学 海洋工程国家重点实验室,上海 200240;2.上海市公共建筑和基础设施数字化运维重点实验室,上海 200240

作者简介:

童良玉(1999—),女,安徽六安人,上海交通大学博士生. E-mail: tongly3@sjtu.edu.cn

通讯作者:

刘清风(1986—),男,辽宁大连人,上海交通大学教授,博士生导师,博士. E-mail: liuqf@sjtu.edu.cn

中图分类号:

TU528.01

基金项目:

国家优秀青年科学基金资助项目(52222805);上海市自然科学基金资助项目(22ZR1431400);上海交通大学深蓝计划项目(SL2021MS016)


Modelling of Concrete Transport Property by Considering Multi-scale Heterogeneous Characteristics
Author:
Affiliation:

1.State Key Laboratory of Ocean Engineering, Shanghai Jiao Tong University, Shanghai 200240, China;2.Shanghai Key Laboratory for Digital Maintenance of Buildings and Infrastructure, Shanghai 200240, China

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    摘要:

    以混凝土中离子传输性能的预测为例,基于微观到宏观的代表体积单元,分析了多尺度非均质性对传输性能预测的影响,建立了混凝土多尺度传输性能预测模型.相较于传统多尺度模型,本模型在微观尺度上考虑了随水泥水化程度变化的物质组成与净浆层级离子扩散系数的关系,在细观和宏观尺度上分析了粗细骨料界面过渡区、不规则骨料形状和多离子耦合效应对混凝土层级传输性能的影响.选取氯离子扩散系数、侵蚀深度为验证指标,通过对比各尺度下的模型预测值和试验值,验证了多尺度模型的可靠性.基于此模型,各尺度下的物质传输规律可得到深入探讨和高效印证.本研究也为离子、水分、气体等物质在混凝土中的传输性能预测提供了一个新的多尺度研究框架.

    Abstract:

    A multi-scale model for concrete transport property prediction is developed by electing representative elements from micro to macro scale. Taking ionic diffusivity prediction as an example, the model comprehensively analyses the influence of inhomogeneity on the transport properties at different levels. Compared with the traditional model, new proposed model not only considers the influence of the hydration process at the microscopic scale, but also further analyses the influence of interfacial transition zones, aggregate shapes and the multi-species ions interaction at the mesoscopic and macroscopic scales. The paper verifies the reliability of the model at each scale by comparing the predicted and experimental results of chloride diffusivities in concrete. Based on the proposed model, transport properties at different scales can be comprehensively revealed and analyzed. The present work also hopes to provide a novel multi-scale framework to predict the transport mechanism of concrete.

    表 3 多离子传输模型的边界和初始条件Table 3 Boundary and initial conditions of multi-species ions transport model
    图1 混凝土内部组分非均质性的多尺度分析Fig.1 Multi-scale analysis of the heterogeneous characteristic in concrete
    图2 净浆均质化过程示意图Fig.2 Homogenization process of bulk cement paste
    图3 复合球体模型示意图Fig.3 Description of multi-coated composite sphere
    图4 砂浆均质化过程示意图Fig.4 Homogenization process of mortar scale
    图5 混凝土层级有限元建模Fig.5 Finite element model of concrete level
    图6 水泥净浆中氯离子扩散系数预测值与试验值对比Fig.6 Comparation between predicted and experimental chloride diffusivity in bulk cement pastes
    图7 混凝土中氯离子侵蚀深度预测值与试验值对比Fig.7 Comparison between predicted and experimental chloride penetration depth in concretes
    图8 水灰比和水化程度对水泥浆体中物质组分体积分数的影响Fig.8 Influence of water-cement ratio and hydration degree on volume fraction of different hydration products
    图9 不同水灰比下考虑和不考虑多离子耦合效应时混凝土中氯离子侵蚀深度的预测值Fig.9 Predicted chloride penetration depth under different water-cement ratios with and without multi-species ions effect
    图10 混凝土内部电势的分布Fig.10 Distribution of electrostatic potential in concrete
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童良玉,刘清风.考虑多尺度非均质性的混凝土传输性能预测模型[J].建筑材料学报,2023,26(10):1062-1071

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  • 收稿日期:2022-11-04
  • 最后修改日期:2022-12-14
  • 在线发布日期: 2023-11-14
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