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Stress Analysis Report

Analyzed File: Ensamble sobre chasis.iam


Autodesk Inventor Version: 2015 (Build 190159000, 159)
Creation Date: 15/12/2017, 11:57 a.m.
Simulation Author: Huarhuache Soria Steven
Summary:

Project Info (iProperties)

Summary
Author Huarhuache Soria Steven

Project
Part Number Ensamble sobre chasis
Designer Alumno
Cost S/. 0.00
Date Created 04/12/2017

Status
Design Status WorkInProgress

Physical
Mass 1130.08 kg
Area 28922100 mm^2
Volume 143959000 mm^3
x=-297.006 mm
Center of Gravity y=505.806 mm
z=2759.4 mm

Note: Physical values could be different from Physical values used by FEA reported below.

Simulation:1
General objective and settings:
Design Objective Single Point
Simulation Type Static Analysis
Last Modification Date 15/12/2017, 11:53 a.m.
Detect and Eliminate Rigid Body Modes No
Separate Stresses Across Contact Surfaces No
Motion Loads Analysis No

Mesh settings:
Avg. Element Size (fraction of model diameter) 0.1
Min. Element Size (fraction of avg. size) 0.2
Grading Factor 1.5
Max. Turn Angle 60 deg
Create Curved Mesh Elements No
Use part based measure for Assembly mesh Yes

Material(s)
Name Generic
Mass Density 1 g/cm^3
General Yield Strength 0 MPa
Ultimate Tensile Strength 0 MPa
Young's Modulus 0.0000001 GPa
Stress Poisson's Ratio 0 ul
Shear Modulus 0.00000005 GPa
Esqueleto.ipt
Part Name(s)
Skeleton0002.ipt
Name Steel, Mild
Mass Density 7.85 g/cm^3
General Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Young's Modulus 220 GPa
Stress Poisson's Ratio 0.275 ul
Shear Modulus 86.2745 GPa
ISO 200x100x10 00000003
ISO 200x100x10 00000004
ISO 200x100x10 00000005
ISO 200x100x10 00000006
ISO 200x100x10 00000007
Part Name(s)
ISO 200x100x10 00000008
ISO 200x100x10 00000009
ISO 200x100x10 00000010
ISO 200x100x10 00000011
ISO 200x100x10 00000012
ISO 200x100x10 00000013
ISO 200x100x10 00000014

Operating conditions

Gravity
Load Type Gravity
Magnitude 9810.000 mm/s^2
Vector X 0.000 mm/s^2
Vector Y -9810.000 mm/s^2
Vector Z 0.000 mm/s^2

Selected Face(s)
Force:1
Load Type Force
Magnitude 80000.000 N
Vector X 0.000 N
Vector Y -80000.000 N
Vector Z 0.000 N

Selected Face(s)
Force:3
Load Type Force
Magnitude 50000.000 N
Vector X 0.000 N
Vector Y -50000.000 N
Vector Z 0.000 N

Selected Face(s)
Moment:1
Load Type Moment
Magnitude 630000000.000 N mm
Vector X 0.000 N mm
Vector Y -0.000 N mm
Vector Z -630000000.000 N mm

Selected Face(s)
Fixed Constraint:2
Constraint Type Fixed Constraint

Selected Face(s)
Fixed Constraint:3
Constraint Type Fixed Constraint

Selected Face(s)
Fixed Constraint:1
Constraint Type Fixed Constraint

Selected Face(s)
Fixed Constraint:4
Constraint Type Fixed Constraint

Selected Face(s)
Contacts (Bonded)
Name Part Name(s)
Frame0002:1/ISO 200x100x10 00000003:1
Bonded:1
Frame0002:1/ISO 200x100x10 00000005:1
Frame0002:1/ISO 200x100x10 00000003:1
Bonded:2
Frame0002:1/ISO 200x100x10 00000006:1
Frame0002:1/ISO 200x100x10 00000003:1
Bonded:3
Frame0002:1/ISO 200x100x10 00000007:1
Frame0002:1/ISO 200x100x10 00000003:1
Bonded:4
Frame0002:1/ISO 200x100x10 00000008:1
Frame0002:1/ISO 200x100x10 00000003:1
Bonded:5
Frame0002:1/ISO 200x100x10 00000009:1
Frame0002:1/ISO 200x100x10 00000003:1
Bonded:6
Frame0002:1/ISO 200x100x10 00000010:1
Frame0002:1/ISO 200x100x10 00000003:1
Bonded:7
Frame0002:1/ISO 200x100x10 00000011:1
Frame0002:1/ISO 200x100x10 00000003:1
Bonded:8
Frame0002:1/ISO 200x100x10 00000012:1
Frame0002:1/ISO 200x100x10 00000003:1
Bonded:9
Frame0002:1/ISO 200x100x10 00000013:1
Frame0002:1/ISO 200x100x10 00000003:1
Bonded:10
Frame0002:1/ISO 200x100x10 00000014:1
Frame0002:1/ISO 200x100x10 00000004:1
Bonded:11
Frame0002:1/ISO 200x100x10 00000005:1
Frame0002:1/ISO 200x100x10 00000004:1
Bonded:12
Frame0002:1/ISO 200x100x10 00000006:1
Frame0002:1/ISO 200x100x10 00000004:1
Bonded:13
Frame0002:1/ISO 200x100x10 00000007:1
Frame0002:1/ISO 200x100x10 00000004:1
Bonded:14
Frame0002:1/ISO 200x100x10 00000008:1
Frame0002:1/ISO 200x100x10 00000004:1
Bonded:15
Frame0002:1/ISO 200x100x10 00000009:1
Frame0002:1/ISO 200x100x10 00000004:1
Bonded:16
Frame0002:1/ISO 200x100x10 00000010:1
Frame0002:1/ISO 200x100x10 00000004:1
Bonded:17
Frame0002:1/ISO 200x100x10 00000011:1
Frame0002:1/ISO 200x100x10 00000004:1
Bonded:18
Frame0002:1/ISO 200x100x10 00000012:1
Frame0002:1/ISO 200x100x10 00000004:1
Bonded:19
Frame0002:1/ISO 200x100x10 00000013:1
Frame0002:1/ISO 200x100x10 00000004:1
Bonded:20
Frame0002:1/ISO 200x100x10 00000014:1

Results

Reaction Force and Moment on Constraints


Reaction Force Reaction Moment
Constraint Name
Magnitude Component (X,Y,Z) Magnitude Component (X,Y,Z)
5824.42 N 115248 N m
Fixed Constraint:2 38659.8 N -36227.4 N 347792 N m 22739.7 N m
12175.2 N 327353 N m
138241 N 87324.1 N m
Fixed Constraint:3 141115 N -27995 N 458534 N m 440503 N m
4361.33 N 92655 N m
-16250.6 N -342878 N m
Fixed Constraint:1 106615 N 104943 N 357748 N m -63349.1 N m
-9467.76 N 80032.7 N m
-127798 N -52772.3 N m
Fixed Constraint:4 163279 N 101378 N 423004 N m -408859 N m
-7068.36 N 94770.7 N m
Result Summary
Name Minimum Maximum
Volume 143959000 mm^3
Mass 1130.08 kg
Von Mises Stress 0.0000000695957 MPa 83.7007 MPa
1st Principal Stress -30.0451 MPa 96.9995 MPa
3rd Principal Stress -92.3136 MPa 31.9316 MPa
Displacement 0 mm 0.0212865 mm
Safety Factor 2.4731 ul 15 ul
Stress XX -30.741 MPa 34.3419 MPa
Stress XY -11.7284 MPa 19.5195 MPa
Stress XZ -12.8086 MPa 12.8441 MPa
Stress YY -74.1899 MPa 78.8962 MPa
Stress YZ -35.6026 MPa 33.2105 MPa
Stress ZZ -70.6094 MPa 71.4007 MPa
X Displacement -0.00317993 mm 0.00310328 mm
Y Displacement -0.0163576 mm 0.0170666 mm
Z Displacement -0.016233 mm 0.016145 mm
Equivalent Strain 0.000000000000507451 ul 0.000338247 ul
1st Principal Strain -0.0000000425686 ul 0.000358867 ul
3rd Principal Strain -0.000393395 ul 0.00000013681 ul
Strain XX -0.0000480436 ul 0.0000892125 ul
Strain XY -0.0000679715 ul 0.000113124 ul
Strain XZ -0.0000742318 ul 0.0000744372 ul
Strain YY -0.000301039 ul 0.000292519 ul
Strain YZ -0.000206333 ul 0.00019247 ul
Strain ZZ -0.000321304 ul 0.000323038 ul
Contact Pressure 0 MPa 81.2529 MPa
Contact Pressure X -59.0421 MPa 72.663 MPa
Contact Pressure Y -52.1344 MPa 38.2681 MPa
Contact Pressure Z -40.0536 MPa 27.8447 MPa

Figures

Von Mises Stress


1st Principal Stress
3rd Principal Stress
Displacement
Safety Factor
Stress XX
Stress XY
Stress XZ
Stress YY
Stress YZ
Stress ZZ
X Displacement
Y Displacement
Z Displacement
Equivalent Strain
1st Principal Strain
3rd Principal Strain
Strain XX
Strain XY
Strain XZ
Strain YY
Strain YZ
Strain ZZ
Contact Pressure
Contact Pressure X
Contact Pressure Y
Contact Pressure Z
D:\Documents\Desktop\izi-20171215T145134Z-001\izi\Ensamble sobre chasis.iam

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