Enabling topography-resolving structural dynamic contact simulation
Hendrik D. Linder, David A. Najera-Flores, Robert J. Kuether, Malte Krack

TL;DR
This paper extends a multi-scale FE-BE method to dynamic contact simulations, enabling efficient, topography-resolving analysis with high robustness and accuracy, validated on the S4 Beam benchmark.
Contribution
It introduces a dynamic extension of a previously quasi-static multi-scale contact simulation method, allowing for efficient transient dynamic analysis.
Findings
The method demonstrates high robustness and efficiency.
It permits large, mesh-independent time steps.
Results agree well with full-FE analyses, with some physical discrepancies in partial slip regimes.
Abstract
Damping of structures and systems is often dominated by frictional dissipation in connections, the prediction of which remains a longstanding scientific challenge. Previous studies have shown that the actual topography of contact interfaces may have a strong effect on the dynamics of jointed structures. The multi-scale nature of manufactured surfaces makes finite element (FE) simulations computationally challenging or even infeasible, especially for long-duration transient dynamic simulations. We recently proposed a multi-scale method to enable topography resolving simulations. In that method, the contact region is modeled using half-space theory implemented on a fine grid of boundary elements (BE), whereas the underlying bodies are described using a relatively coarse FE model. So far, this FE-BE multi-scale method has been limited to quasi-static analysis. In the present work, we…
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