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. 2019 Sep 11;65(1):193–215. doi: 10.1007/s00466-019-01760-w

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© The Author(s) 2019

Open AccessThis article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.

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Fig. 16 — Twisting column test: comparison of stabilization techniques for the finest grids ( $ℓ = 5$ ). Shown are displacements $u_{x}$ , $u_{y}$ , and $u_{z}$ at tip D versus time. Both MINI elements (dashed line) and projection-based stabilization (dashed lines) render almost identical results for hexahedral (in gray) and tetrahedral elements (in black)