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. Author manuscript; available in PMC: 2020 Jan 23.
Published in final edited form as: Comput Mech. 2019 Sep 11;65(1):193–215. doi: 10.1007/s00466-019-01760-w

Fig. 17.

Fig. 17

Twisting column test: comparison of nearly and fully incompressible formulation for the finest tetrahedral grids (ℓ = 5) and MINI elements. Displacements ux, uy, and uz are almost identical for the whole simulation duration of 0.4 s.