A smart stop criterion can be specified via the NLHIST command. The STOP_VALUE
, STOP_COND
and STOP_TOL
arguments allow you to automatically terminate an analysis based on the value of a tracked result. The solution can be tailored to stop at the specified value of a solution tracking
variable, using bisections and correction.
The optional STOP_TOL
argument is available as a beta feature. It halts the solution when the smart stop value (STOP_VALUE
) is within the percentage tolerance you specify.
Smart Stop Options for NLHIST Command
NLHIST specifies results items to track during the solution.
NLHIST, Key
, Name
, Item
, Comp
, NODE
, ELEM
, SHELL
, LAYER
, STOP_VALUE
, STOP_COND
,
STOP_TOL
The following smart stop options are available as beta features:
STOP_COND
Specifies the conditional relationship between the variable being tracked and the values for
STOP_VALUE
andSTOP_TOL
upon which the analysis is terminated.- -1
Terminate the solution when the tracked variable is less than or equal to
STOP_VALUE
.- 0
Terminate the solution when the tracked variable equals
STOP_VALUE
.- 1
Terminate the solution when the tracked variable is greater than or equal to
STOP_VALUE
.- 2
Terminate the solution when the tracked variable is within the percentage tolerance specified by
STOP_TOL
.
STOP_TOL
Terminate the solution when the tracked variable is within the specified percentage tolerance of the
STOP_VALUE
, entered as a decimal value. If you do not specify aSTOP_TOL
, the NLHIST command uses the default value of 0.025 (2.5%).
Notes
The STOP_VALUE
, STOP_COND
, and STOP_TOL
arguments automatically terminate the analysis when a tracked contact result or section result either reaches the desired value or is within the specified percentage tolerance of the desired value. To accurately control the solution, request a smart stop criterion
at each sub-step.
Smart stop is intended for nonlinear analyses. Auto time stepping must be activated via the AUTOTS,ON
command. To use smart stop for linear analyses, issue the NROPT,FULL
command to force Mechanical APDL to generate a nonlinear solution using the full Newton-Raphson method.