Use the Stress-Life node to calculate fatigue life based on a fatigue life curve that relates load cycle stress amplitude to life. The
Stress-Life feature can be applied to domains, boundaries, edges, or points.
From the Physics interface list select the physics interface where the load cycle was simulated.
If you select a Shell interface, also select a Through-thickness location —
From shell interface,
Top, or
Bottom. This determines from which position in the shell stresses or strains are taken for fatigue evaluation. When you select
From shell interface, the local
z-coordinate given in the
Default Through-thickness Result Location section in the settings for the Shell interface is used.
Select a Fatigue limit —
S-N curve,
Basquin, or
Approximate S-N curve. This specifies the fatigue model to be evaluated. See
S-N Curve Model,
Basquin Model, and
Approximate S-N Curve Model for details about these models.
When using S-N curve, also select a
Modification —
None or
Stress factor. This determines whether a modification should be applied to the S-N curve or not.
When S-N curve is selected as the
Fatigue limit select a function from the list for the
S-N curve fSN(N). The list contains all functions defined under
Global Definitions. The
Interpolation and
Analytic functions are recommended for use with this model. If
Stress factor is also chosen as the
Modification then enter a value for
k. The default is 1. The stress factor can be used for shifting the S-N curve. Typically, a value
k<1 is used to compensate for effects like surface roughness.
When Basquin is selected as the
Fatigue limit, the material parameters
Fatigue strength coefficient σf’ and
Fatigue strength exponent b by default take values
From material. For
User defined specify other values in the fields as needed.
When Approximate S-N curve is selected as the
Fatigue limit, the material parameters
Transition stress St,
Transition life Nt,
Endurance limit Se and
Endurance life Ne by default take values
From material. For
User defined specify other values in the fields as needed.
Select a Method —
None,
Gerber,
Goodman, or
Soderberg. With
None, the mean stress does not influence the fatigue life prediction. When you select
Gerber or
Goodman as mean stress correction method, you should also specify an ultimate tensile strength
σu. When you select the
Soderberg method, you should also specify a yield stress
σys.
When S-N curve or
Basquin is selected as the
Fatigue limit, enter a value or expression for the
Cycle cutoff Ncut. The default is
1e10. This is the upper limit to the model prediction of the number of cycles to failure and is assigned as solution when the stress range is very small.