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License: Other
PoroElasticity solvers built on IFEM
License: Other
If you run the nonlinear quasi-static fracturedynamics application (option -qstatic), The solution diverges when changing the load increment size, even by a small amount and no change in the external load. This cannot be right. Are the poro-elastic load terms correct in this case?
Reproduce by running FractureDynamics Miehe71.xinp -nocrack -poro -qstatic -stopTime 11.01
whereas FractureDynamics Miehe71.xinp -nocrack -poro -qstatic -stopTime 11
works.
In the latter case the last increment has the same size as the previous one, whereas in the former it is only 1% longer.
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