Mechanical APDL Structural Analysis Guide
For information about the CREEP option, see Implicit Creep Equations, and Implicit Creep Proced- ure (p. 211). For information a ...
tbdata,7,1,0.02,0.002,0.001,0.0005 ! d2,d3,d4,d5,d6 tbdata,12,1,0.02,0.002,0.001,0.0005 ! e2,e3,e4,e5,e6 tbdata,17,1,0.02,0.002, ...
rate,on outres,all,all time,5 nsub,100,1000,10 solv For information about the EDP option, see: The EDP argument and associated ...
For information about the CREEP option, see Implicit Creep Equations in the Material Reference, and Implicit Creep Procedure (p. ...
YOUNGS= 30e3 NU =0.3 SIGMA0= 18.0 MP,EX,1,YOUNGS MP,PRXY,1,NU TB,CHAB,1,1,3 TBDATA,1,SIGMA0, TBDATA,2,5174000,4607500,17155,1040 ...
For information about the MISO option, see Multilinear Isotropic Hardening. 8.5. Running a Nonlinear Analysis The program uses a ...
After you have created a model, set solution controls (analysis type, analysis options, load step options, and so on), apply loa ...
8.6.2.2. Advanced Analysis Options You Can Set on the Solution Controls Dialog Box The following sections provide more detail ab ...
Number of equilibrium iterations used in the last time step (more iterations cause the time step size to be reduced) Prediction ...
for your single DOF.) However, in a multi-DOF system, you might want to use a different method of comparison. The program provid ...
8.6.2.3.6. Line Search Option. Automatic solution control toggles line search on and off as needed. For most contact problems,LN ...
contact analysis with friction, then adaptive descent is automatically turned on.The underlying contact elements require adaptiv ...
You should first try NROPT,FULL, then try NROPT,UNSYM if you experience convergence difficulties. (Using an unsymmetric solver r ...
8.6.3.2.3. Solution Monitoring This option provides a facility to monitor a solution value at a specified node in a specified DO ...
Use MPCHG with caution. Changing material properties in a nonlinear analysis may produce unintended results, particularly if you ...
8.6.6.2. Reviewing Results in POST1. Verify from your output file (Jobname.OUT) whether or not the analysis converged at all lo ...
Display the results using any of the following options: Option: Display Deformed Shape Command(s): PLDISP GUI: Main Menu> G ...
GUI: Main Menu> TimeHist Postpro Define the variables to be used in your postprocessing session.The SOLU command causes vari ...
Large Deformation Effects (NLGEOM) Large Displacement Transient (if using the Solution Controls dialog box to set analysis type ...
tolerance defaults to 0.0, so that the response first order eigenvalues can be used to more precisely determine a new time step ...
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