What are the 3 types of analysis supported by the CATIA structural analysis tools.. Write the name or sketcn at least one linear anda one parabolic element supported by the CATIA structu
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MSC_Y\ SOFTWARE
SIMOLATIOG t1f41111
Trang 3TABLE OF CONTENTS
SIMOLATIOG t1f41111
Trang 4MSC S0FTWARE
SIMOLATING tEf4L111
Trang 6WS1-2 MSC_A SOFTWARE
Trang 7WORKSHOP 1 — FEM REVIEW
= Quiz yourself on the FEM:
1 How can preliminary structural analysis improve the design process?
2 Briefly describe the Finite Element Method (FEM)
3 Simple pieces that represent a more complex structure are called
Trang 8WORKSHOP 1 — FEM REVIEW
= Quiz yourself on FEA:
1 What are the six main steps in pre-processing a finite element analysis (FEA)?
2 Name a load type that would be applied in FEA
3 Name aconstraint (restraint) tyoe that would be applied in FEA
4 What step in FEA comes between pre- and post-processing?
e two main steps in FEA post-processing?
results displayed?
Trang 9WORKSHOP 1 — FEM REVIEW
= Quiz yourself on CATIA structural analysis:
1 What are the 3 types of analysis supported by the CATIA structural analysis tools?
2 Write the name or sketcn at least one linear anda one parabolic element supported by the CATIA structural analysis tools
name of your instructor? (extra credit)
Trang 10WS1-6 MSC_A SOFTWARE
Trang 11CAT509, Workshop 2, March 2002
WORKSHOP 2 FOOT PEG
SIMOLATIOG GEALITY
Trang 12WS2-2 MSC_A SOFTWARE
Trang 13WORKSHOP 2 - FOOT PEG
Trang 14WORKSHOP 2 - FOOT PEG
= Suggested Exercise Steps
1 Open the existing CATIA part in the Part Design workbench
Apply aluminum material properties to the part
Create a new CATIA analysis document (.CATAnalysis)
Apply the restraint condition
Apply the load condition
Compute the analysis
7 Visualize the analysis results
8 Save the analysis document
Trang 15Step 1 Open the part
Z
part in the Part Design
workbench
Steps:
1 Select File and
Open from the top
By default, the Foot
Peg and any other
Start TeamPDM Edit View Insert Tools
New from
Bice ale
ai ws† † whlhub catpart #3] ws4pedal.catanalysis
3 ws 4footpegaluminum.C4 T Part 3) ws4pedal.catpart 3) ws 4footpegstatic.l4 | Analysis a] wsocrankassy catproduct
3 ws2tootpeg.L4 | Part es] wsocrankl.catpart
3 wsobrake catpart ss] wsowheel catpart
Trang 16Step 2 Apply material properties
Dea ¥5 - [Foot Peg._CATPart]
Start TeamPDM File Edit View Insert Tools
| [a= S| — aa eds
31 Foot Peg
wu ¥z plane wm’ 2X plane
2 Select the part
3 Activate the Metal
tab in the Library
Trang 17
Step 2 Apply material properties
| CATIA ¥5 - [Foot Peg.CATPart]
⁄⁄, PartBody dg Depth Effect ie Shading With Edges
Steps: Material=Aluminium (_] Dynamic hidden line removal
Render Style from the
View pull-down menu
3 Activate the
Materials box in the
Custom View Modes
Trang 18Step 3 Create analysis document
'®| EATIA V5 - [Foot Peg.CATPart] '~Ö |FI{x
= Start TeamPDM File Edit View Insert Tools ‘Window Help -|5| x]
Free Frequency Analysis aff
active in the GSA | Cancel} Help {
Trang 19Step 4 Apply restraint condition
( apply a clamp restraint
to the rear face of the
Foot Peg to represent
clamping (no motion)
of the part at that face
Steps:
1 Select the clamp
icon from the GSA
K1 Start TeamPDM File Edit View Insert Tools Window Help - |#Í xị
Sig Link.1 > C\TEMP\Foot Peg.CATPar
Finite Element Model
By Nodes and Elements
Trang 20Step 4 Apply restraint condition
T he clamp restraint s
created and seen in
the specification tree
symbols appear on
the part showing the
clamp restraint applied
to the rear surface of
—=— Finite Element Model
By Nodes and Elements
CAT509, Workshop 2, March 2002
Select an object or a command
Trang 21Step 5 Apply load condition
Apply a force load of À
550lbotf to the Foot Peg
top face in a direction
normal to the face
pushing downward
Steps:
1 Select the force icon
from the GSA
2 Drag and drop the
compass on to the top
face to establish an
axis system normal to
the face
3 The top face Is
highlighted and force
vectors shown
4 Key in value -550lbf
CÁ HIÁ Võ - [AnalysisT | Start TeamPDM File Edit View Insert Tools Window Help
for the Z vector OK
CAT509, Workshop 2, March 2002
Trang 22Step 5 Apply load condition
Finite Element Model
s Nodes and Elements Force created
created and seen In GP) Sensor
The force load is
applied to the top face
Hint: Drag and drop
the compass back to
its normal position
away trom the part
ater use 7 | (ar Ce =) do E> La, <<) es we | 3 apn P1) > 5] |~ 4, qe s# | foo is 0
Select an object or a command
Trang 23Step 6 Compute the analysis
S Nodes and Elements 7
used in the calculation
3 Verify that the
Preview box is not
Trang 24Step 7 Visualize analysis results
CÁ HAÁ VỀ - [Analysis1.CÁ tare hy
Stat TeamPDM File Edit View Insert Tools ‘Window Help _ || x}
=—lur3 Links Manager y ts
AE Results -> C:\TEMP\Analysis1_1.CATAnalysisResults Von Mises stress : =i
` Computatlons -> C+\[ EMIP\Analysis1_ 1.CA TÃnalysisCompultatlons ima g ean d 0 q| att e tị
| | > — 4s Link.1 -> D'\Temp\Foot Peg.CATPart
To visualize results, =— A\, Finite Element Model Ay)
select the desired = Yon Mises Stress (nodal value) -
Mises stress Image her Distributed Force.1 855 es
with color palette when
the custom view mode
Trang 25Step 7 Visualize analysis results
Z
For detailed results,
query the maximum
Von Mises stress
Steps:
1 Select the
2 Select the Von
Mises stress image If
necessary
The information
window shows the
minimum and
maximum Von Mises
stress values as well
as the material yield
CAT509, Workshop 2, March 2002
~
values for the analysis
CATIA ¥5 - [Analysis1.CAT Analysis]
Start TeamPDM File Edit View Insert Tools Window Help
Analysis Manager | ;
| cr Links Manager
=— Finite Element Model
| SS Nodes and Elements
psi
| ll Sensors Ï Object Name: Von Mises Stress [nodal value) 220
On Boundary
stress is lower than material
From this initial \« Material: Aluminio 1.1
Trang 26Step 8 Save analysis document
1.81e+003 "xã Save Management _ E jeer: ®
1.17e+003 x
Steps: Ea
ment in the list
3 Click the Save As |=
` SD Manage save of all documents in session = | os |
Trang 27Step 8 Save analysis document
5 Key in Foot Peg
Static for the analysis
document name
6 Click Save
7 Notice the new
name and Action
“Save” for the analysis
Save as type: |CATAnalysis ^ Cancel
State | Name / | Path \ | Action Save Í Bi
Faot FPeq Static.L.^ | ta) L):` Ï emp 7 te direct ( —
Opened Snalysis1 3.C4ATAnalysisComputat CAATEMP " Reset Í fi
0 Unsaved File(s) Left CJ Enable independent saves =
Trang 28WS2-18 MSC_A SOFTWARE
Trang 29WORKSHOP 3 BICYCLE PEDAL STATIC ANALYSIS
Trang 30
WS3-2 MSC_A SOFTWARE