A review of multi-scale modelling of concrete deterioration: Fundamentals, techniques and perspectives

被引:6
|
作者
Barbhuiya, Salim [1 ]
Jivkov, Andrey [2 ]
Das, Bibhuti Bhusan [3 ]
机构
[1] Univ East London, Dept Engn & Construct, London, England
[2] Univ Manchester, Sch Engn, Dept Solids & Struct, Manchester, Lancs, England
[3] NIT Karnataka, Dept Civil Engn, Surathkal, Karnataka, India
关键词
Multi-scale modelling; Concrete deterioration; Finite element method; Discrete element method; Molecular dynamics; DISCRETE ELEMENT METHOD; ALKALI-SILICA REACTION; MOLECULAR-DYNAMICS SIMULATIONS; SMOOTHED PARTICLE HYDRODYNAMICS; CEMENT-BASED MATERIALS; MECHANICAL-PROPERTIES; CHLORIDE INGRESS; HETEROGENEOUS MATERIALS; SENSITIVITY-ANALYSIS; SULFATE ATTACK;
D O I
10.1016/j.conbuildmat.2023.133472
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The properties of concrete are degraded during service by coupled physical and chemical processes that operate at several length scales, and the prediction of its performance in engineering structures requires multi-physics, multi-scale modelling approaches. The aim of this paper is to provide a comprehensive overview of the current modelling techniques for analysis of concrete deterioration. The paper covers the fundamentals of modelling at several length scales, as well as the bridging/transition between scales, and the numerical methods based on continuum and discrete formulations appropriate to different scales. Considered are the key chemical and physical deterioration processes of carbonation, chloride ingress, freeze-thaw damage, and abrasion. The paper also reviews the validation and verification of multi-scale models and discusses future trends such as data science integration and sustainable concrete design. It is expected that the information presented here will be a valuable resource for researchers and practitioners in the field, highlighting advancements and stimulating future research in multi-scale modelling of concrete deterioration.
引用
收藏
页数:28
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