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adtzlr committed May 10, 2024
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<p align="center">Material Definition with Automatic Differentiation.</p>
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[![PyPI version shields.io](https://img.shields.io/pypi/v/matadi.svg)](https://pypi.python.org/pypi/matadi/) [![License: GPL v3](https://img.shields.io/badge/License-GPLv3-blue.svg)](https://www.gnu.org/licenses/gpl-3.0) ![Made with love in Graz (Austria)](https://img.shields.io/badge/Made%20with%20%E2%9D%A4%EF%B8%8F%20in-Graz%20(Austria)-0c674a) [![codecov](https://codecov.io/gh/adtzlr/matadi/branch/main/graph/badge.svg?token=2EY2U4ZL35)](https://codecov.io/gh/adtzlr/matadi) [![DOI](https://zenodo.org/badge/408564756.svg)](https://zenodo.org/badge/latestdoi/408564756) ![Codestyle black](https://img.shields.io/badge/code%20style-black-black) ![GitHub Repo stars](https://img.shields.io/github/stars/adtzlr/matadi?logo=github) ![PyPI - Downloads](https://img.shields.io/pypi/dm/matadi)
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matADi is a 3.8+ Python package for the definition of a constitutive hyperelastic material formulation by a strain energy density function. Both [gradient](https://en.wikipedia.org/wiki/Gradient) (stress) and [hessian](https://en.wikipedia.org/wiki/Hessian_matrix) (elasticity tensor) are carried out by [**Automatic Differentiation (AD)**](https://en.wikipedia.org/wiki/Automatic_differentiation) using [casADi](https://web.casadi.org/) [[1](https://doi.org/10.1007/s12532-018-0139-4)] as a backend. A high-level interface for hyperelastic materials based on the deformation gradient exists. Several isotropic hyperelastic material formulations like the Neo-Hookean or the Ogden model are included in the model library. Gradient and hessian methods allow input data with trailing axes which is especially useful for Python-based finite element modules, e.g. [scikit-fem](https://scikit-fem.readthedocs.io/en/latest/) or [FElupe](https://github.com/adtzlr/felupe). Mixed-field formulations suitable for nearly-incompressible material behavior are supported as well as single-field formulations based on the deformation gradient. A numerical lab is included to run, plot and analyze homogeneous uniaxial, equi-biaxial, planar shear and simple shear load cases.

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