- #1
Zipi Damn
- 11
- 0
Given the stress tensor in a point, determine the zero normal stress plane.
...2 3 0
T= 3 2 0
...0 0 5
----------------------
Eigenvalues: σ1=σ2=5, σ3=-1
It must be simple, but I don't know how to determine the normal vector of that plane analytically.
I know σ=0.
t=Tn=σ+τ=τ
If normal stress σ equals zero, ¿the shear stress will be the maximum value of τ ((σ1-σ3)/2)?
Taking a look to Mohr's circle I think τ in that plane must be the intersection between the circunference and the τ axis, but that's not τmax.
I'm confused.
...2 3 0
T= 3 2 0
...0 0 5
----------------------
Eigenvalues: σ1=σ2=5, σ3=-1
It must be simple, but I don't know how to determine the normal vector of that plane analytically.
I know σ=0.
t=Tn=σ+τ=τ
If normal stress σ equals zero, ¿the shear stress will be the maximum value of τ ((σ1-σ3)/2)?
Taking a look to Mohr's circle I think τ in that plane must be the intersection between the circunference and the τ axis, but that's not τmax.
I'm confused.