ansys-example0241
TRANSCRIPT
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Course in ANSYS
Example0241
Computational Mechanics, AAU, Esbjerg ANSYS
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Example0241 2Computational Mechanics, AAU, Esbjerg
ANSYS
Example – Plate with a hole
E = 210000N/mm2
= 0.3
a = 200mm
b = 100mm
t = 10mm
r = 10mm
s = 100N/mm2
Objective:Determine the maximum stress in the x-direction forpoint A and display the deformation figureTasks:
How should this be modelled?Compare results with results obtained from norm
calculations?
Topics:
Element type, Real constants, modeling, mapped mesh,plot results, output graphics, path operations
A
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Example - title
Utili ty Menu > File > Change Jobname
/jobname, Example0241 Command line entryGUI
Enter: Example0241
Utili ty Menu > File > Change Title
/title, Plate with a holeEnter: Plate with a hole
Example0241 3Computational Mechanics, AAU, Esbjerg
ANSYS
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Example – Areas RectanglePreprocessor > Modeling > Create > Areas > Rectangle > By Dimensions
Create an area given by X=(0,100) and Y=(0,50)
Enter 0 or
leave empty
Example0241 4Computational Mechanics, AAU, Esbjerg
ANSYS
Enter 100
Enter 50Enter 0 or
leave emptyPress OK
Note: Keypoints (4 kp’s) and lines
(4 lines) are automatically generated
(also numbered automatically)
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Example – Areas Rectangle
Example0241 5Computational Mechanics, AAU, Esbjerg
ANSYS
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Example – Areas CirclePreprocessor > Modeling > Create > Areas > Circle > Solid Circle
Create an area given by (X,Y)=(0, 0) and Radius=10
Example0241 6Computational Mechanics, AAU, Esbjerg
ANSYS
Enter 10
Press OK
Note: Keypoints (4 kp’s) and lines
(4 lines) are automatically generated(also numbered automatically)
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Example - Area
Example0241 7Computational Mechanics, AAU, Esbjerg
ANSYS
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Example0241 8Computational Mechanics, AAU, Esbjerg
ANSYS
Example - OperatePreprocessor > Modeling > Operate > Booleans > Subtract > Areas
Create the final area by subtracting the circular area from the rectangular area
Note: Bottom left corner of ANSYS GUI
Press OK
Select the rectangular area and press OK
Note: Bottom left corner of ANSYS GUI
Select the circular area
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Example – Areas
Example0241 9Computational Mechanics, AAU, Esbjerg
ANSYS
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Example - List Menu
List Keypoint, Lines, and Areas
Example0241 11Computational Mechanics, AAU, Esbjerg
ANSYS
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Example - Element TypePreprocessor > Element Type > Add/Edit/Delete
Example0241 14Computational Mechanics, AAU, Esbjerg
ANSYS
Press Options
Press Help to learn more about theelement.
Select Plane strs w/thk
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Example - Real ConstantsPreprocessor > Real Constants > Add
Press OK
Press Close
to finish
10
Enter 10
Example0241 16Computational Mechanics, AAU, Esbjerg
ANSYS
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Example - Material PropertiesPreprocessor > Material Props > Material Models
Double Click
to step in the
material tree
Example0241 17Computational Mechanics, AAU, Esbjerg
ANSYS
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Example - MeshingPreprocessor > Meshing > Size Cntrls > ManualSize > Lines > Picked Lines
Example0241 19Computational Mechanics, AAU, Esbjerg
ANSYS
Select/Pick
Lines tospecify
mesh size
for
Pick the two
longest lines
Press OK when finish with selection
See next page
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Example - MeshingPreprocessor > Meshing > Mesh > Areas > Mapped > 3 or 4 sided
Example0241 22Computational Mechanics, AAU, Esbjerg
ANSYS
Select individual areas
to be meshed
Select all areas defined
to be meshed
NB: It is often
necessary to “Clear”
the model for example if Element
Type or model
geometry is to be
changed
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Example – Mapped Mesh
Example0241 23Computational Mechanics, AAU, Esbjerg
ANSYS
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Example – Analysis Type
Solution > Analysis Type > New Analysis
File > Write DB log file
Enter “example0241.lgw”
Example0241 24Computational Mechanics, AAU, Esbjerg
ANSYS
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Example – Define LoadsSolution > Define Loads > Apply > Structural > Pressure > On l ines
Select theright
straight line
Enter -100
Press OK
to finish
Example0241 27Computational Mechanics, AAU, Esbjerg
ANSYSNote: Pressure acts normal and
inward to a surface
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Example - SolveSolution > Solve > Current LS
Example0241 29Computational Mechanics, AAU, Esbjerg
ANSYS
Press OK
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Example - PostProcessing
Read Maximum displacement: DMX
Example0241 32Computational Mechanics, AAU, Esbjerg
ANSYS
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Example – Contour Plot
Example0241 34Computational Mechanics, AAU, Esbjerg
ANSYS
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Example – List Results
Example0241 37Computational Mechanics, AAU, Esbjerg
ANSYS
Select Stress, SCOMP
Press OK
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Example Plot Path on Graph
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Example0241 47Computational Mechanics, AAU, Esbjerg
ANSYS
Example – Plot Path on Graph
Select SX
Press OK
Example Plot Path on Graph
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Example – Plot Path on Graph
Example0241 48Computational Mechanics, AAU, Esbjerg
ANSYS
Example Comments/Questions
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Example – Comments/Questions
• Change the element type to a second
order element type and rerun?• The “example0241.lgw” can be edited in
“Notepad”
• Will the shape or the number of elements
affect the solution?
• Determine the shear stress in the lines of
symmetry?
Example0241 49Computational Mechanics, AAU, Esbjerg
ANSYS
File menu
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File menu
Example0241 50Computational Mechanics, AAU, Esbjerg
ANSYS
Clears (zeros out) the database stored in
memory. Clearing the database has the same
effect as leaving and reentering the ANSYS
program, but does not require you to exit.
You can include commands to be
executed when the program starts up in
the start71.ans file.