Dimensionless scaling of the penalty parameter for DEM–FEM volume coupling
Akhil K. Mathews, Hongyang Cheng, Miguel Ángel Celigueta Jordana, Jin Y. Ooi
University of Edinburgh University of Twente Altair Engineering (United States)
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摘要与影响
Hybrid DEM–FEM methods with overlapping domains offer accurate yet affordable modeling of dense granular systems. A key practical question is how to choose the coupling penalty parameter, which enforces displacement compatibility without polluting the overlap solution. We propose a compact, discretization-agnostic scaling law that expresses penalty parameter as a dimensionless constant times the ratio of the effective modulus to the product of a characteristic particle size and the hybrid-zone thickness. When confinement effects are relevant, a multiplicative correction based on the effective Poisson’s ratio and lateral-stress ratio can be included, though this has negligible impact for the results reported here. Verification on a one-dimensional monodisperse column and a confined polydisperse compaction demonstrates that the proposed scaling unifies penalty choices across varying mesh sizes and overlap thicknesses, and that a dimensionless constant of approximately 10 drives the mean-stress deviation to approximately 0% for the monodisperse cases and within 2.4% for the polydisperse case, reaching a saturation plateau beyond which further increases in penalty parameter bring no accuracy benefit. The rule provides a simple, portable recipe for selecting penalty parameter in DEM–FEM volume coupling.
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工程Geotechnical Engineering and Soil Mechanics
Granular flow and fluidized beds · Soil and Unsaturated Flow
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