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SimSolid-pullup-bar-tutorial.pdf
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上传时间: 2019-07-21
详细说明:SimSolid-pullup-bar-tutorialSimSolid Pullup bar tutorial
Learn how to
Do a static structural analysis of a pull-up bar assembly
with 33 parts
with 2 load cases of 750N(168 bf) total load on different handle locations
for 2 different design configurations with varying support brackets
· Extra credit
refine solution settings
Source geometry
Model variant #1: Pullup-bar-V1. t
Model variant #1: Pullup-bar-V2. t
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SimSolid Pullup bar tutorial
Tutorial prerequisites
This is an introductory tutorial. It assumes a general
working knowledge of Sim Solid. Best to first
Browse the Sim Solid Fast Start Training Guide
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SimSolid Pullup bar tutorial
Section 1
WORKFLOW STEPS
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SimSolid Pullup bar tutorial
Import geometry, create connections
Step -Import v1 geometry
Step -Create connections
S Untitled-Altair SimSolid 20190.0-Professional edition
af Automatic connections x
h口同目,以
Gap and penetration tolerances
Dialog settings
1. Ignore part
[mm
2. Use 1 mm for gap and penetration tolerance
Penetration
3. Use increased connection resolution
s Open geometry file(s)
[]
Increased or high is a best practice for thin
个口 Pullup Bar
0 Search Pullup Bar
Connection resolution level
edges butting into faces
Organize" New folder
曰m
Increased v
□ This pc
Connect not welded parts only
J 3D Objects
□ Desktop
Cancel
OK
Documents
↓
Edit tolerances
Downloads
Pullup bar
Pullup bar
VIstep
V2.step
e Pictures
Vides
Notes:
1. SimSolid will create connections even in areas with overlapping geometry
File name: Pullup bar V1.ste
STEP (,. step",stpm)
2. Sim Solid will automatically identify bolts, nuts and washers
pen
Cancel
3. Sliding contact will be applied automatically in bolt shanks bonded otherwise
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SimSolid Pullup bar tutorial
Assign materials
Step -Pick Assembly, Pick apply material
Step 2-Pick Steel, pick apply to all parts
Project tree
象 Apply material
v每 Project: Pullup bar V
Material DB file name
C:/Users/kwec App Data/ Reaming/ 5imsolid/SIMSOLID-Materar-DBssm
o Units: SI
Apply material
Applies material properties
Matera s
a Default material: Steel
to a selected group of
v阖 3 Generic Materials
aF Project solution settings
參 Steel
arts
Design study 1, BASELINE
e Cast lron
>6 Assembly
Nickel
Elasticity modulus[Pa
鲁 Copper
2.10000+11
Connections
參 Rubber
Poisson s rato
參 Plastic
) Plain Carbon Low Alloy Steels
Densty kg/m^习
)[Stainless Steels
7.85000e+3
[]Cast iro
)(a Aluminum Alloys
120000e-5
Copper Alloys
ermal conductivty [w/(mK)
>)Magnesium Alloys
Nickel Alloys
5.60000e+1
)(a Titanium Alloys
Utimate tensile stress [ Pa
Ceramics
3.45000e+8
[]Pla
Tensie yied stress [Pa]
>(a Sample non-linear materials
Extenal Project Materials
2.07000+8
Compressive yield stress [Pa]
Default failure criterion
Stress-strain curve
pply to all parts Apply to selected part(s)
Cancel
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Select part(s)to apply material te
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SimSolid Pullup bar tutorial
Project tree
Project: Pullup bar V
a Default
o Project solution settings
s Design study 1. BASELINE
S cross tube 1,Steel
§ bracket1)1. Steel
Material properties
s bracket(2)1.Steel
§ handle tube)1. Steel
identified for each part
s handle tube(2).1,Steel
s handle tube(3)1.Steel
s handle tube(4)1.Steel
bracket(3)1. Steel
§ bracket(4)1,stel
§ handle(1)1. Steel
s handle(2).1,Steel
Right mouse button select part name and info
§ handle(3)1, Steel
to see additional part details
§ handle(4)1 Steel
§ handle(5)1, Steel
Part info
×
s handle(6)1,Steel
s wall plate(1)_1,Steel
Name: hex nut gradec iso Hexagon Nut Is0-4034-M12-N.3_1,
s wall support(1)1,Steel
Steel
Volume:2399,19[mm]^3
§ wall support2)1.ste
Bounding box: 12.2 x 18 x 20 7846[mm]
S end cap(1)_1,Steel
Weight: 0. 184695 [N]
square tube(1)_1, steel
Center of gravity coordinates
X=-170,89[
wall plate(2)1, steel
Y=-14.99
wall support()_1, Steel
z=60.0001[mm
Type: nut
wall support(4)_1, Steel
Part ID: 25
e end cap(2)_1.Steel
Number of facets in model: 600
olution settings: global (defaut
Nuts identified (see icon)
e square tube(2)1.Steel
o hex nut gradec_iso_ Hexagon Nut ISo-4034-M12-N_3_1, Steel
o hex nut gradec_iso_ Hexagon Nut ISo-4034-M12-N_2_1, Steel
OK
o hex nut gradec iso_ Hexagon Nut IS0-4034-M12-N_1_1,Steel
Bolts identified (see icon)
o hex nut gradec_ iso_ Hexagon Nut IS0-4034-M12-N_1.Steel
T hex bolt gradeab_iso_ ISO 4014-M12 x 65 x 30-N_3_1.Steel
hex bolt gradeab_ iso_ ISo 4014-M12 x 65 x30-N_2-1, Steel
hex bolt gradeab_ iso_ Iso 4014-M12 x 65 x 30-N_ 1_1. Steel
d hex bolt gradeab_ iso_ Iso 4014 -M12 x 65 x 30-N_1. Steel
Connection
ol Regular connections
D Connection 0
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Connection
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SimSolid Pullup bar tutorial
Prorect tree
Create analysis1°
Project: Pullup bar
a Units: SI
a Default material: Steel
Project solution settings
a Design study 1.BASELINE
Step -Create Structural linear workbench
沿
Assembly
仓 Connections
A~痂?
Structural 1
豪seti
Contact conditions
we Structural linear
s Connection 0,bonded
g
Structural non-lin t
Connection 1, bonded
Connection 2, bonded
Connection 3, bonded
Connection 4 bonded
sI Connection 5, bonded
sI Connection 6,bonded
sI Connection 7, bonded
Note that sliding contact will
on 8, bonde
E Connection 9, sliding
be applied automatically in bolt Connection 10,sliding
shanks, bonded otherwise
E Connection 11, sliding
Connection 12, bonded
on 13, sliding
E Connection 14, slidi
SE Connection 15, sliding
Connection 16, bonded
tion 17, slidi
E Connection 18, sliding
E Connection 19, sliding
sI5 Connection 20,bonded
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SimSolid Pullup bar tutorial
Create Immovable supports
pUllup bar VI Altar Simsclld 20 12.0,0 Proessional cditiot
h〓自罔F回¢§昌。幡目气舞目叫扇?
v Project: Pullup harV
c Units 5l
參 Default material: Steel
Step O-Pick immovable support
SIMSOLID
的 Design study1. ASELINE
Connections
Contact conditions
Apply tet
中品◎注似
印0
aVene
ace 3, wall plate(2)_1
e3, wall plate(1)_1
》
Seled fex
Step
2-Pick 2 back faces
Design study 1 Structural 1
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