Bulk Data Entry
TSTEPNX – Optional Parameters for Geometric Nonlinear Implicit Dynamic Analysis Control
Description
Defines additional parameters for geometric nonlinear implicit dynamic analysis.
Format
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TSTEPNX |
ID |
TA0 |
DTA |
DTTH |
NPRINT |
RFILE |
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SOLV |
TSCTRL |
DTMIN |
DTMAX |
LSMETH |
RREFIF |
NCYCLE |
FIXTID/TOUT |
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DYNA |
ALFA |
BETA |
GAMA |
SMDISP |
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ITW |
DTSCI |
LDTN |
DTSCD |
LARC |
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Field |
Contents |
ID |
An associated TSTEPNL entry identification number. No default (Integer > 0) |
TA0 |
Start time for writing animation files. Default = 0.0 (Real > 0) |
DTA |
Output time step for animation files. If zero, no output (See comment 3). Default = DT (Real > 0) |
DTTH |
Output time step for time history files. If zero, no output (See comment 3). Default = 0.1*DT (Real > 0) |
NPRINT |
Print every NPRINT iterations. If negative, to .out and standard output; if positive, only to .out file. Default = -1 (Integer) |
RFILE |
Cycle frequency to write restart file for nonlinear iteration. Default = 5000 (Integer > 0) |
SOLV |
Geometric nonlinear implicit solution method. NEWT – Modified Newton. BFGS – BFGS quasi-Newton method. Default = NEWT (Character = NEWT, or BFGS) |
TSCTRL |
Time step control. ARC – Arc-length is used to accelerate and control the convergence. The time step is determined by displacement norm control (arc-length). SIMP – Simple time step control. NONE – No time step control. A warning will be issued. In the case of divergence, the time step will be repeated with half the step size. The run will be terminated according to DTMIN and NCYCLE. Default = ARC (Character) |
DTMIN |
Minimum geometric nonlinear implicit time step. If DTMIN is reached, simulation will be terminated (See comment 3). Default = 1e-5*DT (Real > 0) |
DTMAX |
Maximum geometric nonlinear implicit time step from which time step is set constant (See comment 3). Default = 3*DT (Real > 0) |
LSMETH |
Line search method. Default = ENERGY (Character = NONE, FORCE, ENERGY, or AUTO) |
RREFIF |
Special residual force computation with contact interfaces present. Default = no special treatment (Integer = 0, …, 5) 0 – Aggressive (modified entirely by the out-of-balance value). 1 – Average (modified each time with 200% maximum). 2 – Light (modified each time with 20% maximum). 3 – No change. 4 – No change; except for the first contact. 5 – Modified automatically (for imposed displacement only). |
NCYCLE |
Maximum number of time steps. If reached, solution will be terminated. NCYCLE = 0 means no limit. Default = no limit (Integer > 0) |
FIXTID |
A TABLEDi entry identification number. The x values of the table define fixed time points that the automatic time step control will adhere to. (Integer > 0) |
TOUT |
The method to determine the fixed time point. AUTO – Fully automatic time step control. NLOAD - The time points in all TABLEDi that are referenced by NLOAD1 in one subcase. Default = AUTO (AUTO or NLOAD) |
DYNA |
Implicit transient solution methods. HHT – α-HHT method. NEWM – General Newmark method. Default = HHT (Character = HHT or NEWM) |
ALFA |
Parameter in α-HHT Method (DYNA = HHT). Default = -0.05 (Real, -1/3 < ALFA < 0.0) |
BETA |
Parameter in general Newmark method (DYNA = NEWM). Default = 0.25 (Real, -2 * BETA < GAMA < 0.5) |
GAMA |
Parameter in general Newmark method (DYNA = NEWM). Default = 0.5 (Real, -2 * BETA < GAMA < 0.5) |
SMDISP |
Perform small displacement and rotation analysis instead of geometric nonlinear analysis. PARAM, SMDISP, YES overwrites this definition. OFF – Geometric nonlinear analysis. ON – Small displacements and small rotations analysis. Default = OFF (Character = ON, OFF) |
ITW |
If the solution of a time step converges within ITW iterations, the next time step will be increased by a factor controlled by DTSCI. Default = 6 for TSCTRL = ARC (Integer > 0) |
DTSCI |
Maximum scale factor for increasing the time step (TSCTRL = ARC). Scale factor for TSCTRL = SIMP. Default = 1.1 (Real > 0) |
LDTN |
Maximum number of iterations before resetting and decreasing the time step by a factor of DTSCD. Default = 20 for TSCTRL = ARC (Integer > 0) |
DTSCD |
Scale factor for decreasing the time step (TSCTRL = ARC or SIMP). Default = 0.67 (Real > 0) |
LARC |
Input arc-length for TSCTRL = ARC. Default = automatic computation (Real) |
1. | The TSTEPNX bulk data entry is selected by the Subcase Information command TSTEP = option. There must also be a TSTEPNL bulk data entry with the same ID. It is only used in geometric nonlinear implicit dynamic analysis (ANALYSIS = IMPDYN); it is ignored in other analyses. |
2. | The solution method for geometric nonlinear implicit analysis is selected by SOLV. The frequency of stiffness matrix updates is controlled by TSTEPNL, KSTEP. For highly nonlinear problems, it is recommended to reduce KSTEP for better performance. KSTEP = 1 means full Newton. |
3. | The initial time step DTINI = DT is defined by TSTEPNL. |
4. | For more information about geometric nonlinear analysis, refer to Geometric Nonlinear Analysis in the User's Guide. |
5. | This card is represented as a loadcollector in HyperMesh. |
See Also: