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Course in ANSYS Example0241 Computational Mechanics, AAU, Esbjerg  ANSYS

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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.