Open tasks¶
Thank you for your interest in contributing to this code base. The following task are open for your contributions.
Local functions¶
-
Implementing a unit normal field function1 and its derivatives w.r.t. its coefficients \( \boldsymbol{x}_i \)
\[ \boldsymbol{n} = \frac{\boldsymbol{a}_1 \times \boldsymbol{a}_2}{||\boldsymbol{a}_1 \times \boldsymbol{a}_2||}, \quad \text{with } \boldsymbol{a}_{\alpha} = \sum_{i=1}^n N^i_{,\alpha}(\boldsymbol{\xi}) \boldsymbol{x}_i \]To implement this, see link.
-
Support second derivatives
- Add \( \operatorname{div} \) and \( \operatorname{curl} \) wrapper
Control routines¶
- Dynamics (Explicit/ implicit time stepping)
Control routines - addons¶
- Extended systems
- Nonlinear dependence of \(F_{ext}\) on \(\mathbf{D}\) and \(\lambda\) for path-following techniques, see control routines.
Finite element helper¶
- Implement a default mass matrix
Finite elements¶
- Nonlinear Reissner-Mindlin shell 2
- Kirchhoff-Love shell
- 3D-Beam
- Implement forces and stiffness matrix of
NonLinearElasticityFE
- Standard beam and plate formulations
Further addons¶
Code style
For details on the code style, refer link.
-
This is usually needed for a Kirchhoff-Love shell implementation, see 3. ↩
-
Alexander Müller and Manfred Bischoff. A consistent finite element formulation of the geometrically non-linear reissner-mindlin shell model. Archives of Computational Methods in Engineering, pages 1–47, 2022. doi:10.1007/s11831-021-09702-7. ↩
-
J. Kiendl, K.-U. Bletzinger, J. Linhard, and R. Wüchner. Isogeometric shell analysis with kirchhoff–love elements. Computer Methods in Applied Mechanics and Engineering, 198(49):3902–3914, 2009. doi:10.1016/j.cma.2009.08.013. ↩