Mechanical APDL Structural Analysis Guide

(lily) #1
/PREP7! Enter PREP7
---
---! Generate model
---
FINISH
! Apply Loads and Obtain the Solution
/SOLU! Enter SOLUTION
ANTYPE,TRANS! Transient analysis
TRNOPT,FULL! Full method
D,...! Constraints
F,...! Loads
SF,...
ALPHAD,...! Mass damping
BETAD,...! Stiffness damping
KBC,...! Ramped or stepped loads
TIME,...! Time at end of load step
AUTOTS,ON! Auto time stepping
DELTIM,...! Time step size
OUTRES,...! Results file data options
LSWRITE! Write first load step
---
---! Loads, time, etc. for 2nd load step
---
LSWRITE! Write 2nd load step
SAVE
LSSOLVE,1,2! Initiate multiple load step solution
FINISH
!
! Review the Results
/POST26
SOLU,...! Store solution summary data
NSOL,...! Store nodal result as a variable
ESOL,,,,! Store element result as a variable
RFORCE,...! Store reaction as a variable
PLVAR,...! Plot variables
PRVAR,...! List variables
FINISH
/POST1
SET,...! Read desired set of results into database
PLDISP,...! Deformed shape
PRRSOL,...! Reaction loads
PLNSOL,...! Contour plot of nodal results
PRERR! Global percent error (a measure of mesh adequacy)
---
---! Other postprocessing as desired
---
FINISH

See the Command Reference for discussions of the ANTYPE,TRNOPT,ALPHAD,BETAD,KBC,TIME,
AUTOTS,DELTIM,OUTRES,LSWRITE,LSSOLVE,SOLU,NSOL,ESOL,RFORCE,PLVAR,PRVAR,PLDISP,
PRRSOL,PLNSOL, and PRERR commands.


5.4. Performing a Mode-Superposition Transient Dynamic Analysis


The mode-superposition method scales the mode shapes obtained from a modal analysis and sums
them to calculate the dynamic response. For more detailed information, see Mode Superposition
Method in the Mechanical APDL Theory Reference.


This method is available in the ANSYS Multiphysics, ANSYS Mechanical, ANSYS Structural, and ANSYS
Professional products. The procedure to use the method consists of five main steps:



  1. Build the model.

  2. Obtain the modal solution.


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Transient Dynamic Analysis

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