Overview#
Example |
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\({\color{green}Basics:}\) Poisson’s equation in a unit square domain with Dirichlet and Neumann boundary conditions, as well as a source term. |
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\({\color{green}Basics:}\) Bending of a linear elastic beam due to Dirichlet and Neumann boundary conditions. Second order tetrahedral element (TET10) is used. |
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\({\color{blue}Nonlinear \space Constitutive \space Law:}\) Deformation of a hyperelastic cube due to Dirichlet boundary conditions. |
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\({\color{blue}Nonlinear \space Constitutive \space Law:}\) Perfect J2-plasticity model is implemented for small deformation theory. |
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\({\color{red}Inverse \space Problem:}\) Sanity check of how automatic differentiation works. |
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\({\color{red}Inverse \space Problem:}\) SIMP topology optimization for a 2D beam. Note that sensitivity analysis is done by the program, rather than manual derivation. |