A Discrete Element Method–Based Energetic Approach to Model Two‐Dimensional Fatigue Crack Propagation

ABSTRACT In this work, a fatigue crack propagation model is proposed using the two‐dimensional discrete element method (DEM). The challenge lies in describing the small progressive fatigue crack growth within a single cycle, which is typically much smaller than the size of the smallest particles, making it difficult to continuously capture the loss of contact stiffness. To accurately represent crack increments in DEM, a reduction in contact stiffness is directly linked to the length of the propagated crack, based on the local energy release in a contact. This allows for a precise description of crack increments at scales much smaller than particle size. Building on this, and utilizing the local evaluation of the energy release rate, Paris' law is applied to describe the fatigue behaviour of the contact under cyclic loading. An efficient approach is introduced that replaces the full cycle analysis with equivalent quasi‐static monotonic simulations, leading to significant gains in computational time. The resultant DEM simulations adopt the same parameters as in continuum mechanics, eliminating the need for calibration, and demonstrate good agreement with theoretical and experimental results from the literature.

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Publication Details

Journal
International Journal for Numerical and Analytical Methods in Geomechanics
Published
2025-01-09
DOI
https://doi.org/10.1002/nag.3928
Citations
1
Primary Topic
Mechanical stress and fatigue analysis
Type
article
Field-Weighted Citation Impact
0.86

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article

A Discrete Element Method–Based Energetic Approach to Model Two‐Dimensional Fatigue Crack Propagation

Cyrille Chazallon, Yannick Descantes, Lei Ma, Georg Koval
1 citations
International Journal for Numerical and Analytical Methods in Geomechanics
Mechanical stress and fatigue analysis
0.86
article

A Discrete Element Method–Based Energetic Approach to Model Two‐Dimensional Fatigue Crack Propagation

Cyrille Chazallon, Yannick Descantes, Lei Ma, Georg Koval
article en
1 citations

Abstract

ABSTRACT In this work, a fatigue crack propagation model is proposed using the two‐dimensional discrete element method (DEM). The challenge lies in describing the small progressive fatigue crack growth within a single cycle, which is typically much smaller than the size of the smallest particles, making it difficult to continuously capture the loss of contact stiffness. To accurately represent crack increments in DEM, a reduction in contact stiffness is directly linked to the length of the propagated crack, based on the local energy release in a contact. This allows for a precise description of crack increments at scales much smaller than particle size. Building on this, and utilizing the local evaluation of the energy release rate, Paris' law is applied to describe the fatigue behaviour of the contact under cyclic loading. An efficient approach is introduced that replaces the full cycle analysis with equivalent quasi‐static monotonic simulations, leading to significant gains in computational time. The resultant DEM simulations adopt the same parameters as in continuum mechanics, eliminating the need for calibration, and demonstrate good agreement with theoretical and experimental results from the literature.

International Journal for Numerical and Analytical Methods in GeomechanicsVol. 49(5)
Institut National des Sciences Appliquées de Strasbourg (FR), Laboratoire des Sciences de l'Ingénieur, de l'Informatique et de l'Imagerie (FR), Université Gustave Eiffel (FR)
Agence Nationale de la Recherche, China Scholarship Council
Affordable and clean energy
Openalex Percentile: Top 36%
Mechanical stress and fatigue analysis
0.86
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A Discrete Element Method–Based Energetic Approach to Model Two‐Dimensional Fatigue Crack Propagation — Cyrille Chazallon, Yannick Descantes, et al. · International Journal for Numerical and Analytical Methods in Geomechanics (2025) | TGRS Research Map | TGRS