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Variational time integrators in computational solid mechanics

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Figure

Figure 3.1: Mass lumping schemes for linear and quadratic triangles and tetrahedra. The numberbeside a node indicates the fraction of the total mass of the element that is assigned to it.
Figure 3.3: Configuration number 8 (in thick lines) for the space–time diagram shown, correspondingto a one–dimensional three-element mesh
Figure 3.4: Algorithm implementing the discrete Euler–Lagrange equations of the action sum givenby equation (3.39).
Table 3.1: Neohookean block example. Number of elemental updates after 10 ms of simulation.
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