You are right on the "geotechnical" sign convention. But don't worry, it
is consistent with elasticity (you just replace outward normals by
inward normals everywhere in the theory). I prefer to keep the most
common convention though, with positive tensile stress/strain. I just
didn't realize this sign convention could be applied to forces.
It is still really non-intuitive for me, but I'm just one.
At least Janek or Olivier got the same intuition than me apparently...
You are right on the "geotechnical" sign convention. But don't worry, it
is consistent with elasticity (you just replace outward normals by
inward normals everywhere in the theory). I prefer to keep the most
common convention though, with positive tensile stress/strain. I just
didn't realize this sign convention could be applied to forces.
It is still really non-intuitive for me, but I'm just one.
At least Janek or Olivier got the same intuition than me apparently...