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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. 8.

Fig. 8

Block under compression: comparison of hexahedral (a,b) and tetrahedral (c,d) elements with bubble-based (a,c) and projection-based (b,d) stabilization. Shown is the pressure contour on the deformed mesh at load level p = 320 MPa in the first row and p = 640 MPa in the second row.