Published February 25, 2025 | Version v1
Journal article Open

Numerical modelling of shear cutting in complex phase high strength steel sheets: A comprehensive study using the Particle Finite Element Method

  • 1. ROR icon Luleå University of Technology
  • 2. ROR icon Voestalpine (Austria)
  • 3. ROR icon Universidad EAFIT
  • 4. ROR icon EURECAT Centre Tecnològic de Catalunya

Description

The study examines the shear cutting process of Advanced High Strength Steel using the Particle Finite Element Method. Shear cutting, a crucial process in sheet metal forming, often leads to microcracks and plastic deformation that degrades the material performance in subsequent applications, such as cold forming, crashworthiness, and fatigue resistance. This work utilises the Particle Finite Element Method as an alternative to conventional Finite Element Methods to address the challenges of large deformation solid mechanics, offering high predictive accuracy in localised shearing deformation and fracture. The model was validated against experimental data from sheet punching tests, with evaluations at both macroscopic and mesoscopic levels, including cut edge profiles and microstructural deformation within the shear-affected zone. The Particle Finite Element Method approach demonstrated a high level of accuracy in predicting cut edge shape and shear-induced damage across various cutting conditions. As an unconventional numerical technique, usage of the Particle Finite Element Method advances modelling of large deformations solid mechanics and providing a robust tool for optimising manufacturing processes of materials sensitive to sheared edge damage.

Notes

The Steel4Fatigue project has received funding from the European Union’s Research Fund for Coal and Steel (RFCS): project num 101157245.  Funded by the European Union. Views and opinions expressed are however those of the author(s) only and do not necessarily reflect those of the European Union or the European Research Executive Agency (REA). Neither the European Union nor the granting authority can be held responsible for them.

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