- #1

- 6

- 2

example: http://www.geosci.usyd.edu.au/users/prey/Teaching/Geol-3101/Strain/stress.html

I think it should be enough to define the 3 stresses (normal and 2 shear) on a single plane through the point. For any other plane just use the projection of the 3 above to get the new values. Shouldn't this work?

TIA :-)