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April 10, 2026International Journal for Numerical Methods in Engineering2 citationsOpen Access

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

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MGManikandan GopakumarABA. BaktheerGKGhandi Kenjo

Key Points

  • The aim is to develop a comprehensive framework that models the interplay between corrosion and fatigue in concrete structures.
  • Introduced a multiphysics phase-field model using multiple time-scale homogenization.
  • Analyzed the co-evolution of corrosion, chloride transport, fatigue damage, and fracture.
  • Conducted numerical simulations of rebar configurations and a three-dimensional beam.
  • The model accurately predicts degradation by capturing mutual interactions between corrosion and fatigue.
  • Conventional approaches underestimate service life compared to the proposed framework.
  • Modeling shows how cyclic loading influences corrosion progression and vice versa.

Abstract

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.

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Cite This Study

Gopakumar et al. (2026) studied this question.

synapsesocial.com/papers/69d893eb6c1944d70ce04eeehttps://doi.org/10.1002/nme.70324
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Also Consider

Synapse has enriched 5 closely related papers on similar clinical questions. Consider them for comparative context:

  1. 1Multiphysics Phase-Field Modeling of Corrosion-Induced Degradation in Unsaturated Reinforced Concrete Structure2025
  2. 2Diffusive–Mechanical Coupled Phase Field for the Failure Analysis of Reinforced Concrete Under Chloride Erosion2025
  3. 3Multi-Phase-field modeling of coupled corrosion-fatigue degradation in metallic materials2026 · 1 citations
  4. 4Degradation and service life prediction of reinforced concrete beams under coupled fatigue loading and chloride ingress: A review2026
  5. 5Phase-field-based chemo-mechanical modelling of corrosion-induced cracking in reinforced concrete2024