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. 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=320MPa in the first row and p=640MPa in the second row