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Course in ANSYS
Example0110
Computational Mechanics, AAU, Esbjerg
ANSYS
Example – Cantilever beam
Objective:
Display the moment curve
Tasks:
Obtain values in intermediate points?
Create an element table?
Display the moment curve?
Topics:
Element type, pressure load, Element table/output, list
E = 210000N/mm
2
n = 0.3
L = 1000mm
a = 10mm
b = 10mm
p = 10N/mm
Example0110 2
Computational Mechanics, AAU, Esbjerg
ANSYS
Example - title
Utility Menu > File > Change Jobname
/jobname, Example0110 Command line entry
GUI
Enter: Example0110
Utility Menu > File > Change Title
/title, Cantilever beam
Enter: Cantilever beam
Example0110 3
Computational Mechanics, AAU, Esbjerg
ANSYS
Example - Keypoints
Preprocessor > Modeling > Create > Keypoints > In Active CS
/PREP7
K,,,,
K,,100,,
General format:
K,#,X,Y,Z
# Keypoint number
X Keypoint x-coordinate
Y Keypoint y-coordinate
Z Keypoint z-coordinate
Note: An empty #
result in automatic
numbering.
Press Apply
Enter 100 and
Press Apply
Example0110 4
Computational Mechanics, AAU, Esbjerg
ANSYS
100
Note: An empty box
result in a zero. It is
allowed to enter 0.0
in each box.
Example - Numbering
Switch on Keypoint numbersUtility Menu > PlotCtrls > Numbering
Example0110 5
Computational Mechanics, AAU, Esbjerg
ANSYS
Press OK
Example - Lines
Preprocessor > Modeling > Create > Lines > Lines > Straight Line
Create a line between Keypoint 1 and Keypoint 2.
L,1,2
Example0110 6
Computational Mechanics, AAU, Esbjerg
ANSYS
HINT: By clicking with the right-
hand mouse button you shift
between the Pick/Unpick
function. This is indicated by
the direction of the cursor
arrow:
Pick: upward arrow
Unpick: downward arrow
Press OK or Cancel
to finish selection
Example – Element Type
Preprocessor > Element Type > Add/Edit/Delete
Press Add
Example0110 7
Computational Mechanics, AAU, Esbjerg
ANSYS
Example - Element Type
Preprocessor > Element Type > Add/Edit/Delete
Press Options
Example0110 8
Computational Mechanics, AAU, Esbjerg
ANSYS
Press Help to learn more about the
element.
Example – Real Constants
Preprocessor > Real Constants > Add
Place the cursor
on the relevant
element and
press OK
Example0110 9
Computational Mechanics, AAU, Esbjerg
ANSYS
Example - Real Constants
Preprocessor > Real Constants > Add
Press OK
Press Close
to finish
Example0110 10
Computational Mechanics, AAU, Esbjerg
ANSYS
Example - Material Properties
Preprocessor > Material Props > Material Models
Double Click
to step in the
material tree
Example0110 11
Computational Mechanics, AAU, Esbjerg
ANSYS
Example - Material Properties
Preprocessor > Material Props > Material Models
Enter:
Modulus of elasticity
Enter:
Poisson’s ratio
Click here
to Close
Press OK
Example0110 12
Computational Mechanics, AAU, Esbjerg
ANSYS
Example - Meshing
Preprocessor > Meshing > Size Cntrls > ManualSize > Lines > Picked Lines
Example0110 13
Computational Mechanics, AAU, Esbjerg
ANSYS
Select/Pick
Lines to
specify
mesh size
for
Press OK when finish with selection Enter 1
Example - Meshing
Preprocessor > Meshing > Mesh > Lines
Select individual lines to be meshed by Picking
Example0110 14
Computational Mechanics, AAU, Esbjerg
ANSYS
Select all lines defined to be meshed
NB: It is often necessary to “Clear” the model for
example if Element Type is to be changed
Example – Analysis Type
Solution > Analysis Type > New Analysis
File > Write DB log file
Enter “example0110.lgw”
Press OK
Example0110 15
Computational Mechanics, AAU, Esbjerg
ANSYS
Example – Define Loads
Solution > Define Loads > Apply > Structural > Displacement > On Keypoints
Select keypoint 1
Select All DOF to fix/clamp the beam
Press OK
Example0110 16
Computational Mechanics, AAU, Esbjerg
ANSYS
Example – Define Loads
Solution > Define Loads > Apply > Structural > Pressure > On Beams
Select the line
Enter 10
Press OK to finish
Example0110 17
Computational Mechanics, AAU, Esbjerg
ANSYS
Example - Save
Display of Analysis model
Save the model
Example0110 18
Computational Mechanics, AAU, Esbjerg
ANSYS
Example - Solve
Solution > Solve > Current LS
Example0110 19
Computational Mechanics, AAU, Esbjerg
ANSYS
Press OK
Example - PostProcessing
General Postproc > Plot Results > Deformed Shape
Select “Def+undeformed”
and Press OK
Example0110 20
Computational Mechanics, AAU, Esbjerg
ANSYS
Example - PostProcessing
Read Maximum displacement: DMX
Example0110 21
Computational Mechanics, AAU, Esbjerg
ANSYS
Example – Element Table
Press Add
Example0110 22
Computational Mechanics, AAU, Esbjerg
ANSYS
Example – Element Table
Example0110 23
Computational Mechanics, AAU, Esbjerg
ANSYS
Example – Element Table
Example0110 24
Computational Mechanics, AAU, Esbjerg
ANSYS
Example – Element Table
Example0110 25
Computational Mechanics, AAU, Esbjerg
ANSYS
Example – Element Table
Example0110 26
Computational Mechanics, AAU, Esbjerg
ANSYS
Example – Element Table
Example0110 27
Computational Mechanics, AAU, Esbjerg
ANSYS
Example – Plot Line-Element
Example0110 28
Computational Mechanics, AAU, Esbjerg
ANSYS
Example – Plot Line-Element
Example0110 29
Computational Mechanics, AAU, Esbjerg
ANSYS

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Ansys example0110 2

  • 1. Course in ANSYS Example0110 Computational Mechanics, AAU, Esbjerg ANSYS
  • 2. Example – Cantilever beam Objective: Display the moment curve Tasks: Obtain values in intermediate points? Create an element table? Display the moment curve? Topics: Element type, pressure load, Element table/output, list E = 210000N/mm 2 n = 0.3 L = 1000mm a = 10mm b = 10mm p = 10N/mm Example0110 2 Computational Mechanics, AAU, Esbjerg ANSYS
  • 3. Example - title Utility Menu > File > Change Jobname /jobname, Example0110 Command line entry GUI Enter: Example0110 Utility Menu > File > Change Title /title, Cantilever beam Enter: Cantilever beam Example0110 3 Computational Mechanics, AAU, Esbjerg ANSYS
  • 4. Example - Keypoints Preprocessor > Modeling > Create > Keypoints > In Active CS /PREP7 K,,,, K,,100,, General format: K,#,X,Y,Z # Keypoint number X Keypoint x-coordinate Y Keypoint y-coordinate Z Keypoint z-coordinate Note: An empty # result in automatic numbering. Press Apply Enter 100 and Press Apply Example0110 4 Computational Mechanics, AAU, Esbjerg ANSYS 100 Note: An empty box result in a zero. It is allowed to enter 0.0 in each box.
  • 5. Example - Numbering Switch on Keypoint numbersUtility Menu > PlotCtrls > Numbering Example0110 5 Computational Mechanics, AAU, Esbjerg ANSYS Press OK
  • 6. Example - Lines Preprocessor > Modeling > Create > Lines > Lines > Straight Line Create a line between Keypoint 1 and Keypoint 2. L,1,2 Example0110 6 Computational Mechanics, AAU, Esbjerg ANSYS HINT: By clicking with the right- hand mouse button you shift between the Pick/Unpick function. This is indicated by the direction of the cursor arrow: Pick: upward arrow Unpick: downward arrow Press OK or Cancel to finish selection
  • 7. Example – Element Type Preprocessor > Element Type > Add/Edit/Delete Press Add Example0110 7 Computational Mechanics, AAU, Esbjerg ANSYS
  • 8. Example - Element Type Preprocessor > Element Type > Add/Edit/Delete Press Options Example0110 8 Computational Mechanics, AAU, Esbjerg ANSYS Press Help to learn more about the element.
  • 9. Example – Real Constants Preprocessor > Real Constants > Add Place the cursor on the relevant element and press OK Example0110 9 Computational Mechanics, AAU, Esbjerg ANSYS
  • 10. Example - Real Constants Preprocessor > Real Constants > Add Press OK Press Close to finish Example0110 10 Computational Mechanics, AAU, Esbjerg ANSYS
  • 11. Example - Material Properties Preprocessor > Material Props > Material Models Double Click to step in the material tree Example0110 11 Computational Mechanics, AAU, Esbjerg ANSYS
  • 12. Example - Material Properties Preprocessor > Material Props > Material Models Enter: Modulus of elasticity Enter: Poisson’s ratio Click here to Close Press OK Example0110 12 Computational Mechanics, AAU, Esbjerg ANSYS
  • 13. Example - Meshing Preprocessor > Meshing > Size Cntrls > ManualSize > Lines > Picked Lines Example0110 13 Computational Mechanics, AAU, Esbjerg ANSYS Select/Pick Lines to specify mesh size for Press OK when finish with selection Enter 1
  • 14. Example - Meshing Preprocessor > Meshing > Mesh > Lines Select individual lines to be meshed by Picking Example0110 14 Computational Mechanics, AAU, Esbjerg ANSYS Select all lines defined to be meshed NB: It is often necessary to “Clear” the model for example if Element Type is to be changed
  • 15. Example – Analysis Type Solution > Analysis Type > New Analysis File > Write DB log file Enter “example0110.lgw” Press OK Example0110 15 Computational Mechanics, AAU, Esbjerg ANSYS
  • 16. Example – Define Loads Solution > Define Loads > Apply > Structural > Displacement > On Keypoints Select keypoint 1 Select All DOF to fix/clamp the beam Press OK Example0110 16 Computational Mechanics, AAU, Esbjerg ANSYS
  • 17. Example – Define Loads Solution > Define Loads > Apply > Structural > Pressure > On Beams Select the line Enter 10 Press OK to finish Example0110 17 Computational Mechanics, AAU, Esbjerg ANSYS
  • 18. Example - Save Display of Analysis model Save the model Example0110 18 Computational Mechanics, AAU, Esbjerg ANSYS
  • 19. Example - Solve Solution > Solve > Current LS Example0110 19 Computational Mechanics, AAU, Esbjerg ANSYS Press OK
  • 20. Example - PostProcessing General Postproc > Plot Results > Deformed Shape Select “Def+undeformed” and Press OK Example0110 20 Computational Mechanics, AAU, Esbjerg ANSYS
  • 21. Example - PostProcessing Read Maximum displacement: DMX Example0110 21 Computational Mechanics, AAU, Esbjerg ANSYS
  • 22. Example – Element Table Press Add Example0110 22 Computational Mechanics, AAU, Esbjerg ANSYS
  • 23. Example – Element Table Example0110 23 Computational Mechanics, AAU, Esbjerg ANSYS
  • 24. Example – Element Table Example0110 24 Computational Mechanics, AAU, Esbjerg ANSYS
  • 25. Example – Element Table Example0110 25 Computational Mechanics, AAU, Esbjerg ANSYS
  • 26. Example – Element Table Example0110 26 Computational Mechanics, AAU, Esbjerg ANSYS
  • 27. Example – Element Table Example0110 27 Computational Mechanics, AAU, Esbjerg ANSYS
  • 28. Example – Plot Line-Element Example0110 28 Computational Mechanics, AAU, Esbjerg ANSYS
  • 29. Example – Plot Line-Element Example0110 29 Computational Mechanics, AAU, Esbjerg ANSYS