Multiple Time-Scale Homogenization of Coupled Corrosion-Fatigue in Structural Concrete

IF 2.9 3区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY
Manikandan Gopakumar, Abedulgader Baktheer, Ghandi Kenjo, Fadi Aldakheel
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Abstract

Reinforced concrete structures exposed to chloride-rich environments and cyclic mechanical loading experience simultaneous corrosion of steel reinforcement and fatigue-induced concrete cracking, leading to complex, nonlinear degradation that cannot be accurately captured by conventional sequential analyses. This work presents a fully coupled multiphysics phase-field framework based on a multiple time-scale homogenization strategy, which models the co-evolution of corrosion, chloride transport, fatigue damage, and fracture in both concrete and steel, explicitly capturing the mutual interactions between chemical and mechanical degradation across distinct temporal scales. Unlike traditional approaches, the model resolves feedback mechanisms in which corrosion accelerates fatigue by weakening the steel-concrete interface and inducing microcracks, while cyclic loading enhances chloride ingress and promotes corrosion progression, effects that are difficult to observe experimentally. Numerical studies, including two-dimensional simulations of representative rebar configurations and a three-dimensional beam structure, demonstrate how the homogenized treatment of fast fatigue cycles and slow corrosion processes enables efficient and consistent prediction of degradation, and how the timing, rate, and sequence of cyclic loading relative to corrosion govern crack initiation, corrosion kinetics, and fatigue lifetime. Results show that conventional corrosion-followed-by-fatigue approaches systematically underestimate service life, whereas the proposed multiple time-scale, fully coupled framework provides accurate, physics-based predictions of degradation. This highlights the critical importance of modeling corrosion and fatigue as mutually interacting processes within a unified time-scale homogenization framework and offers new insights into the spatio-temporal interplay between cracking, transport, and corrosion in structural concrete.

Abstract Image

结构混凝土耦合腐蚀-疲劳的多时间尺度均匀化
钢筋混凝土结构暴露在富含氯化物的环境和循环机械载荷下,同时经历钢筋腐蚀和疲劳引起的混凝土开裂,导致传统的序列分析无法准确捕获的复杂非线性退化。这项工作提出了一个基于多时间尺度均匀化策略的完全耦合的多物理场相场框架,该框架模拟了混凝土和钢材中腐蚀、氯化物传输、疲劳损伤和断裂的共同演化,明确地捕捉了不同时间尺度上化学和机械降解之间的相互作用。与传统方法不同,该模型解决了反馈机制,其中腐蚀通过削弱钢-混凝土界面并诱发微裂纹来加速疲劳,而循环加载增强氯离子进入并促进腐蚀进展,这些效应很难在实验中观察到。数值研究,包括代表性钢筋配置和三维梁结构的二维模拟,展示了快速疲劳循环和缓慢腐蚀过程的均质化处理如何能够有效和一致地预测退化,以及相对于腐蚀的循环加载的时间、速率和顺序如何控制裂纹起裂、腐蚀动力学和疲劳寿命。结果表明,传统的腐蚀伴随疲劳方法系统性地低估了使用寿命,而提出的多时间尺度、全耦合框架提供了准确的、基于物理的退化预测。这突出了在统一的时间尺度均质框架内将腐蚀和疲劳作为相互作用过程进行建模的重要性,并为结构混凝土中裂缝、运输和腐蚀之间的时空相互作用提供了新的见解。
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来源期刊
CiteScore
5.70
自引率
6.90%
发文量
276
审稿时长
5.3 months
期刊介绍: The International Journal for Numerical Methods in Engineering publishes original papers describing significant, novel developments in numerical methods that are applicable to engineering problems. The Journal is known for welcoming contributions in a wide range of areas in computational engineering, including computational issues in model reduction, uncertainty quantification, verification and validation, inverse analysis and stochastic methods, optimisation, element technology, solution techniques and parallel computing, damage and fracture, mechanics at micro and nano-scales, low-speed fluid dynamics, fluid-structure interaction, electromagnetics, coupled diffusion phenomena, and error estimation and mesh generation. It is emphasized that this is by no means an exhaustive list, and particularly papers on multi-scale, multi-physics or multi-disciplinary problems, and on new, emerging topics are welcome.
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