End Effector Bracket-Static
End Effector Bracket-Static
End Effector Bracket-Static
effector bracket
Date: Saturday, December 10, 2016
Designer: Solidworks
Study name: static
Analysis type: Static
Table of Contents
Description...........................................1
Assumptions..........................................2
Model Information..................................2
Study Properties.....................................3
Units..................................................3
Material Properties.................................4
Loads and Fixtures..................................4
Connector Definitions..............................5
Contact Information................................5
Mesh information....................................6
Sensor Details........................................7
Resultant Forces....................................7
Beams.................................................7
Study Results........................................8
Conclusion..........................................10
Description
No Data
Assumptions
Model Information
Solid Bodies
Document Name and
Reference
Fillet4
Treated As
Solid Body
Volumetric Properties
Mass:0.162313 kg
Volume:6.01159e-005 m^3
Density:2700 kg/m^3
Weight:1.59067 N
Document Path/Date
Modified
C:\Users\AbdulKhaliq\Desktop\End
effector bracket.SLDPRT
Dec 09 19:03:08 2016
Study Properties
Study name
Analysis type
static
Static
Mesh type
Thermal Effect:
Solid Mesh
On
Thermal option
Zero strain temperature
Off
Inplane Effect:
Soft Spring:
Off
Off
Inertial Relief:
Incompatible bonding options
Off
Automatic
Large displacement
Compute free body forces
Off
On
Friction
Use Adaptive Method:
Off
Off
Result folder
FFEPlus
Units
Unit system:
Length/Displacement
SI (MKS)
mm
Temperature
Angular velocity
Kelvin
Rad/sec
Pressure/Stress
N/m^2
Material Properties
Model Reference
Properties
Name:
Model type:
Default failure
criterion:
Yield strength:
Tensile strength:
Elastic modulus:
Poisson's ratio:
Mass density:
Shear modulus:
Thermal expansion
coefficient:
Components
1060 Alloy
Linear Elastic Isotropic
Max von Mises Stress
SolidBody 1(Fillet4)(End
effector bracket)
2.75742e+007 N/m^2
6.89356e+007 N/m^2
6.9e+010 N/m^2
0.33
2700 kg/m^3
2.7e+010 N/m^2
2.4e-005 /Kelvin
Curve Data:N/A
Fixture Image
Fixture Details
Entities:
Type:
3 face(s)
Fixed Geometry
Fixed-1
Resultant Forces
Components
Reaction force(N)
Reaction Moment(N.m)
Load name
X
-0.116085
0
Load Image
Y
2600
0
Z
-0.377569
0
Load Details
Entities:
Type:
Value:
Force-1
Resultant
2600
0
2 face(s)
Apply normal force
1300 N
Connector Definitions
No Data
Contact Information
No Data
Mesh information
Mesh type
Mesher Used:
Solid Mesh
Standard mesh
Automatic Transition:
Include Mesh Auto Loops:
Off
Off
Jacobian points
Element Size
4 Points
3.25837 mm
Tolerance
Mesh Quality
0.162919 mm
High
24288
Total Elements
Maximum Aspect Ratio
14261
4.4002
99.5
0
% of distorted elements(Jacobian)
Time to complete mesh(hh;mm;ss):
0
00:00:02
Computer name:
Sensor Details
No Data
Resultant Forces
Reaction forces
Selection set
Units
Sum X
Sum Y
Sum Z
Resultant
Entire Model
-0.116085
2600
-0.377569
2600
Reaction Moments
Selection set
Units
Sum X
Sum Y
Sum Z
Resultant
Entire Model
N.m
Beams
No Data
Study Results
Name
Type
Min
Max
Stress1
1650.69 N/m^2
Node: 22302
3.41899e+008 N/m^2
Node: 14366
Name
Type
Min
Max
Displacement1
0 mm
Node: 1
3.63943 mm
Node: 445
Name
Type
Min
Max
Name
Type
Min
Max
Strain1
1.4468e-008
Element: 6020
0.00334351
Element: 8524
Name
Type
Min
Max
Name
Type
Min
Max
Factor of Safety1
Automatic
0.0806502
Node: 14366
16704.6
Node: 22302
Conclusion
10