Mechanical APDL Basic Analysis Guide

(Axel Boer) #1

Figure 2.2:Transient Load History Curve (p. 23) shows a load history curve that requires three load steps



  • the first load step for the ramped load, the second load step for the constant portion of the load, and
    the third load step for load removal.


Figure 2.2:Transient Load History Curve


1 2

3

Time

Load


Loadstep

Substeps are points within a load step at which solutions are calculated. You use them for different
reasons:



  • In a nonlinear static or steady-state analysis, use substeps to apply the loads gradually so that an
    accurate solution can be obtained.

  • In a linear or nonlinear transient analysis, use substeps to satisfy transient time integration rules
    (which usually dictate a minimum integration time step for an accurat e solution).

  • In a harmonic analysis, use substeps to obtain solutions at several frequencies within the harmonic
    frequency range.


Equilibrium iterations are additional solutions calculated at a given substep for convergence purposes.
They are iterative corrections used only in nonlinear analyses (static or transient), where convergence
plays an important role.


Consider, for example, a 2-D, nonlinear static magnetic analysis. To obtain an accurat e solution, two
load steps are commonly used. (Figure 2.3: Load Steps, Substeps, and Equilibrium Iterations (p. 24) illus-
trates this.)



  • The first load step applies the loads gradually over five to 10 substeps, each with just one equilibrium
    iteration.

  • The second load step obtains a final, converged solution with just one substep that uses 15 to 25
    equilibrium iterations.


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Load Steps, Substeps, and Equilibrium Iterations
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