Helmholtz Decomposition and Boundary Element Method applied to Dynamic Linear Elastic Problems
Evert Klaseboer, Qiang Sun, Derek Y. C. Chan

TL;DR
This paper presents a boundary element method framework for Helmholtz decomposition in 3D dynamic elasticity, simplifying computations and accurately modeling elastic wave fields, including static limits.
Contribution
It introduces a simplified BEM approach for Helmholtz decomposition in 3D elasticity, improving computational efficiency and handling static limits effectively.
Findings
Framework yields smaller matrices and simpler implementation.
Accurately models elastic wave fields from vibrating objects.
Handles zero frequency divergence with balanced components.
Abstract
The displacement field for three dimensional dynamic elasticity problems in the frequency domain can be decomposed into a sum of a longitudinal and a transversal part known as a Helmholtz decomposition. The Cartesian components of both the longitudinal and transverse fields satisfy scalar Helmholtz equations that can be solved using a desingularized boundary element method (BEM) framework. The curl free longitudinal and divergence free transversal conditions can also be cast as additional scalar Helmholtz equations. When compared to other BEM implementations, the current framework leads to smaller matrix dimensions and a simpler conceptual approach. The numerical implementation of this approach is benchmarked against the 3D elastic wave field generated by a rigid vibrating sphere embedded in an infinite linear elastic medium for which the analytical solution has been derived. Examples…
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