yes, what you describe should work for compressive load.
In the previous email I thought you were applying a shear
velocity (e.g. a +x velocity in the y direction), so flipping
the sign would simply shear it in the other direction.
Steve
yes, what you describe should work for compressive load.
In the previous email I thought you were applying a shear
velocity (e.g. a +x velocity in the y direction), so flipping
the sign would simply shear it in the other direction.
Steve