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May 20, 20260 citations

Micro-scale characterization of brittle fracture in UO

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HMHela MensiADAurélien DoitrandIZI. Zacharie-Aubrun

Key Points

  • This work aims to improve the simulation of brittle fracture in UO2 fuel pellet fragmentation through advanced numerical methods.
  • Developed a Finite Element methodology for 2D and 3D simulations of brittle fracture in micro-scale specimens.
  • Utilized Cohesive Zone Modeling to analyze stress singularity and mesh convergence in simulations.
  • Tested the coarse mesh approach using a micro-cantilever bending test on a notched specimen.
  • Achieved a deviation of the fracture load assessment smaller than 1% with the coarse mesh approach compared to the converged mesh solution.
  • Validated the methodology with simulation results consistent with experimental findings, showing Gc controls the fracture load.
  • Critical stress σc at the notch tip ranged from 5–20 GPa with no significant effect on the fracture load.

Abstract

This work is conducted within the framework of nuclear fuel safety analyses involving multiscale modelling of UO2 fuel pellet fragmentation process. In this paper, a Finite Element (FE) methodology is proposed in order to enable 2D and 3D simulation of brittle fracture in micro-scale specimens used for the characterization of irradiated nuclear fuel. More specifically, these developments address Finite Element simulations using Cohesive Zone Modelling with complex shape of defects, where a direct application of Griffith’s criterion with the fracture mechanics approach is not always possible. In the case of UO2 ceramic material, the mesh refinement needed for the FE simulation of brittle fracture requires a specific attention due to the fact that the damage process zone has a characteristic size smaller than 10 nm. The main objectives are first to discuss the questions related to mesh convergence in the case of stress singularity, and secondly to enable the use of coarser meshes while maintaining accuracy compared to the converged mesh solution. The mesh convergence analysis and coarse mesh approach, established on a 2D configuration, are based on a Cohesive Zone Model (CZM) using two parameters: the critical cohesive stress σc, and the fracture energy Gc. The coarse mesh approach introduces a numerical critical cohesive stress, σc*, replacing the physical one, σc. Thanks to this approach, the relative mesh size can be increased by a ratio of ten with a deviation of the fracture load assessment smaller than 1% compared to the Griffith’s solution. The FE methodology and the coarse mesh approach are then tested with 2D and 3D simulations of a micro-cantilever bending test on a notched specimen. The simulation results are consistent with the experiment where the parameter Gc controls the fracture load. The critical stress, σc, ahead of the notch tip, can vary in the range 5–20 GPa with no effect on the fracture load. The coarse mesh approach is validated with a deviation lower than 2% compared to the fine converged mesh.

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Cite This Study

Mensi et al. (2026) studied this question.

synapsesocial.com/papers/6a0d5122f03e14405aa9d7dahttps://doi.org/10.1051/epjn/2026007/pdf
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