Use the Stress node to define the components of the resulting stresses vector
σ on the boundary. Add this node from the
Mechanical submenu. The condition reads
The resulting stress σ represents the product of the stress tensor
σ with the surface normal
n. These are the resulting local stresses in the three spatial directions.
Enter the Stress σ (SI unit: N/m
2) components for each space direction (
x,
y, and
z or
r and
z for 2D axisymmetric components).
