Chen1
Geotechnical
- Jun 29, 2013
- 108
I have question about the load proportionality factor in the Riks method. I know that, it is used to tell Abaqus when to terminate the step.
Suppose i want to apply the full load which was applied in the load module, so the load proportionality factor should be 1??
I have another question about the minimum and maximum of the Arc length. what are the optimum input for them?
Thanks
Suppose i want to apply the full load which was applied in the load module, so the load proportionality factor should be 1??
I have another question about the minimum and maximum of the Arc length. what are the optimum input for them?
Thanks