A phase-field approach to fatigue analysis: Bridging theory and simulation

This article presents a novel, robust and efficient framework for fatigue crack-propagation that combines the principles of Linear Elastic Fracture Mechanics (LEFM) with phase-field fracture (PFF). Contrary to cycle-by-cycle PFF approaches, this work relies on a single simulation and uses standard crack propagation models such as Paris’ law for the material response, simplifying its parametrization. The core of the methodology is the numerical evaluation of the derivative of a specimen’s compliance with respect to the crack area. To retrieve this compliance the framework relies on a PFF-FEM simulation, controlled imposing a monotonic crack growth. This control of the loading process is done by a new crack-control scheme which allows to robustly trace the complete equilibrium path of a crack, capturing complex instabilities. The specimen’s compliance obtained from the PFF simulation enables the integration of Paris’ law to predict fatigue life. The proposed methodology is first validated through a series of benchmarks with analytical solutions to demonstrate its accuracy. The framework is then applied to more complex geometries where the crack path is unknown, showing a very good agreement with experimental results of both crack paths and fatigue life. • A crack propagation framework is proposed combining LEFM concepts with PFF. • The model predicts crack paths and life for any geometry and load configuration. • Material parametrization follows standard models, based on Paris’ law or similar. • A single PFF simulation under crack length control is used to predict fatigue life. • The model can accurately reproduce crack paths and HCF life of complex curved crack.

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Publication Details

Journal
International Journal of Fatigue
Published
2025-11-24
DOI
https://doi.org/10.1016/j.ijfatigue.2025.109397
Primary Topic
Numerical methods in engineering
Type
article
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article

A phase-field approach to fatigue analysis: Bridging theory and simulation

I. Romero, Javier Segurado, Miguel Castillón
International Journal of Fatigue
Numerical methods in engineering
article

A phase-field approach to fatigue analysis: Bridging theory and simulation

I. Romero, Javier Segurado, Miguel Castillón
article en

Abstract

This article presents a novel, robust and efficient framework for fatigue crack-propagation that combines the principles of Linear Elastic Fracture Mechanics (LEFM) with phase-field fracture (PFF). Contrary to cycle-by-cycle PFF approaches, this work relies on a single simulation and uses standard crack propagation models such as Paris’ law for the material response, simplifying its parametrization. The core of the methodology is the numerical evaluation of the derivative of a specimen’s compliance with respect to the crack area. To retrieve this compliance the framework relies on a PFF-FEM simulation, controlled imposing a monotonic crack growth. This control of the loading process is done by a new crack-control scheme which allows to robustly trace the complete equilibrium path of a crack, capturing complex instabilities. The specimen’s compliance obtained from the PFF simulation enables the integration of Paris’ law to predict fatigue life. The proposed methodology is first validated through a series of benchmarks with analytical solutions to demonstrate its accuracy. The framework is then applied to more complex geometries where the crack path is unknown, showing a very good agreement with experimental results of both crack paths and fatigue life. • A crack propagation framework is proposed combining LEFM concepts with PFF. • The model predicts crack paths and life for any geometry and load configuration. • Material parametrization follows standard models, based on Paris’ law or similar. • A single PFF simulation under crack length control is used to predict fatigue life. • The model can accurately reproduce crack paths and HCF life of complex curved crack.

International Journal of FatigueVol. 205
IMDEA Materials (ES), Universidad Politécnica de Madrid (ES)
Openalex Percentile: Top 59%
Numerical methods in engineering
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