Generic weak form (single field)¶
Ratel solves the momentum balance equations using unstructured high-order finite/spectral element spatial discretizations by matrix-free approach. We present here the notation and mathematical formulation of matrix-free method for a general Dirichlet problem \(\bm{R}(\bm{u}) = 0\): find \(\bm{u} \in \mathcal{V} \subset H^1 \left( \Omega_0 \right)\) such that
where the operators \(\bm{f}_0\) and \(\bm{f}_1\) contain all possible sources in the problem. In order to solve (138) with Newton-Krylov iterative solvers we need its Jacobian form: find \(\diff \bm{u} \in \mathcal{V} \subset H^1 \left( \Omega_0 \right)\) such that
where the linearization of operators \(\bm{f}_0\) and \(\bm{f}_1\) are
It should be noted that the gradient in the (138), (139) depends on the configuration system and it could be with respect to initial configuration \(\bm{X}\) i.e., \(\nabla_X \bm{v}\) (Lagrangian approach) or current configuration \(\bm{x}\) i.e., \(\nabla_x \bm{v}\) (Eulerian approach).
Compare with governing equations derived in pervious sections for linear and large deformation, it is easy to verify that
For linear elasticity described in (82) we have
where the linearization satisfies \(\diff\bm f_{1}(\diff\bm u) = \bm f_1(\diff \bm u)\) due to linearity.