COUPLING THE DISCRETE ELEMENT METHOD WITH THE FINITE ELEMENT METHOD TO SIMULATE ROCKFALL IMPACT EXPERIMENTS

  • Klaus B. Sautter
  • , Helene Hofmann
  • , Corinna Wendeler
  • , Miguel Angel Celigueta
  • , Philipp Bucher
  • , Kai Uwe Bletzinger
  • , Roland Wüchner

Research output: Contribution to conferencePaperpeer-review

Abstract

To numerically simulate rockfall impact on flexible protection structures two different numerical methods are coupled within the open-source multi-physics code KRATOS. The impacting object is modeled with the help of a cluster of spherical discrete elements and its movement and contact forces are simulated using the Discrete Element Method (DEM). To realize a partitioned coupling simulation the contact forces are subsequently transferred to the light-weight protection structure which is analyzed and simulated using the Finite Element Method (FEM). To allow a stable simulation even in the case of large contact forces and/or large time steps a strong coupling GaussSeidel algorithm is presented. Subsequently the applicability of the method is shown by calculating experiments and finally the inclusion of digital terrain data is demonstrated.

Original languageEnglish
StatePublished - 2021
Event9th International Conference on Computational Methods for Coupled Problems in Science and Engineering, COUPLED PROBLEMS 2021 - Virtual, Online, Italy
Duration: 13 Jun 202116 Jun 2021

Conference

Conference9th International Conference on Computational Methods for Coupled Problems in Science and Engineering, COUPLED PROBLEMS 2021
Country/TerritoryItaly
CityVirtual, Online
Period13/06/2116/06/21

Keywords

  • DEM
  • FEM
  • Flexible Tension Structures
  • Impact
  • Interface
  • Mapping
  • Multi-Physics Problems
  • Natural Hazards
  • Partitioned Coupled Simulation
  • Rockfall

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