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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. 13 — Cook-type cantilever problem: comparison of hexahedral (a, c) and tetrahedral (b, d) elements with bubble-based (a, b) and projection-based (c, d) stabilization. Shown is the distribution of $J = det (F)$ (first row); distribution of the hydrostatic pressure p (second row) in kPa; and the distribution of the stress $σ_{xx}$ (third row) in kPa for the fully incompressible formulation