Collection of Python scripts/UMATS used for my research activities based on Abaqus. This package is under development, will add more material constitutive models.
- return_mapping forward euler return-mapping subroutine
- yld2000-2d
- hill48
- One element example
Running one element test is as easy as running below in the command line:
$> abaqus cae noGUI=one.py
The above will use your UMAT (e.g., epl.f as included in this package) and run for 0.05 strain for 0,45, and 90 degrees from RD.
The above will generate a number of "*.odb" files. Below command is used to extract some useful data to text files
$> abaqus cae noGUI=onePP.py
which will read any '*.odb' file in the cwd. Then it will extract UVARM and save some data to ASCII file which can be visualized by <oneElementPlotter.ipynb>
- Full size E8 element tensile tests. Multi element tests using a full-size E8 standard uniaxial tensile bar.
$> abaqus cae noGUI=uni.py
- 2D draw-bending / springback simulation using epl.f - with yld2000-2d
$> abaqus cae noGUI=spring.py
This will fetch springback_std_both.inp and copy it and modify it to use yld2000-2d as the constitutive model.
epl.f : UMAT based on elasto-plastic constitutitve model
epl.f runs currently for shell element and accepts material orientations. The standard field varibles will be written in reference to each material orientation pertaining to element. Field variables in reference to global coordinates are calculated in UVARM, which gives
UVARM1 : ee11 UVARM2 : ee22 UVARM3 : ee12
UVARM4 : pe11 UVARM5 : pe22 UVARM6 : pe12
UVARM7 : s11 UVARM8 : s22 UVARM9 : s12
Youngung Jeong youngung.jeong@gmail.com