hagun gantry crane cap 200 ton + stress analysis

7/27/2019 HaGun Gantry Crane Cap 200 Ton + Stress Analysis

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Stress Analysis Report

&Analyzed File: Assembly1.iam

Autodesk Inventor Version: 2013 (Build 170138000, 138)

Creation Date: 7/11/2013, 9:05 PM

Simulation Author: HaGun Hg

Summary:

Project Info (iProperties)

Summary

Author HaGun Hg

Project

Part Number Assembly1

Designer HaGun Hg

Cost $0.00

Date Created 7/11/2013

Status

Design Status WorkInProgress

Physical

Mass 7196.75 kg

Area 761249000 mm^2

Volume 7.19675E+009 mm^3

Center of Gravityx=6690.84 mmy=12556 mmz=0.000367222 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 7/11/2013, 6:07 PM

Detect and Eliminate Rigid Body Modes Yes

Separate Stresses Across Contact Surfaces Yes

Motion Loads Analysis No


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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 Steel, Carbon

General

Mass Density 7.87 g/cm^3

Yield Strength 350 MPa

Ultimate Tensile Strength 420 MPa

Stress

Young's Modulus 200 GPa

Poisson's Ratio 0.29 ul

Shear Modulus 77.5194 GPa

Stress Thermal

Expansion Coefficient 0.000012 ul/c

Thermal Conductivity 52 W/( m K )

Specific Heat 486 J/( kg c )

Part Name(s) Part2


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Operating conditions

Force:1

Load Type Force

Magnitude 500000.000 N

Vector X 0.000 N

Vector Y -500000.000 N

Vector Z -0.000 N

Selected Face(s)
http://localhost/var/www/apps/conversion/tmp/scratch_4/Images/Content/0/Load_0_1.pn


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Force:4

Load Type Force


Vector X 0.000 N

Vector Y -500000.000 N

Vector Z -0.000 N

Selected Face(s)


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Fixed Constraint:1

Constraint Type Fixed Constraint

Selected Face(s)

Results

Reaction Force and Moment on Constraints

Constraint NameReaction Force Reaction Moment

MagnitudeComponent (X,Y,Z)Magnitude Component (X,Y,Z)

Fixed Constraint:1 2000000 N

0 N

1999910 N m

0 N m

2000000 N 0 N m

0 N 1999910 N m

Result Summary

Name Minimum Maximum

Volume 7.19675E+009 mm^3

Mass 56638.4 kg

Von Mises Stress 0.00120965 MPa 468.173 MPa

1st Principal Stress -88.5073 MPa 313.679 MPa

3rd Principal Stress -503.755 MPa 53.6069 MPa

Displacement 0 mm 10.7508 mm

Safety Factor 0.747587 ul 15 ul

Stress XX -326.373 MPa 301.661 MPa
http://localhost/var/www/apps/conversion/tmp/scratch_4/Images/Content/0/Constraint_0_0.pn


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Stress XY -229.661 MPa 216.066 MPa

Stress XZ -80.3172 MPa 86.7316 MPa

Stress YY -297.319 MPa 159.688 MPa

Stress YZ -75.6706 MPa 84.1532 MPa

Stress ZZ -119.379 MPa 220.232 MPa

X Displacement -3.28914 mm 0.553155 mm

Y Displacement -10.2829 mm 0.238893 mm

Z Displacement -1.52398 mm 1.51229 mm

Equivalent Strain 0.00000000529616 ul 0.00207778 ul

1st Principal Strain -0.0000107407 ul 0.00134055 ul

3rd Principal Strain -0.00238771 ul 0.00000606749 ul

Strain XX -0.00135195 ul 0.00128622 ul

Strain XY -0.00148131 ul 0.00139363 ul

Strain XZ -0.000518046 ul 0.000559419 ul

Strain YY -0.00127706 ul 0.00066742 ul

Strain YZ -0.000488076 ul 0.000542788 ul

Strain ZZ -0.000408344 ul 0.000962609 ul

Figures

Von Mises Stress
http://localhost/var/www/apps/conversion/tmp/scratch_4/Images/Content/0/Result_0_1.pn


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Displacement

Safety Factor
http://localhost/var/www/apps/conversion/tmp/scratch_4/Images/Content/0/Result_0_57.pnhttp://localhost/var/www/apps/conversion/tmp/scratch_4/Images/Content/0/Result_0_2.pnhttp://localhost/var/www/apps/conversion/tmp/scratch_4/Images/Content/0/Result_0_57.pnhttp://localhost/var/www/apps/conversion/tmp/scratch_4/Images/Content/0/Result_0_2.pn


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Stress YZ

Stress ZZ


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X Displacement

Y Displacement


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Z Displacement

Equivalent Strain


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1st Principal Strain

3rd Principal Strain


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Strain XX

Strain XY


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Strain YZ

Strain ZZ


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Simulation:2

General objective and settings:

Design Objective Single Point

Simulation Type Modal Analysis

Last Modification Date 7/11/2013, 8:18 PM

Number of Modes 8

Frequency Range Undefined

Compute Preloaded Modes No

Enhanced Accuracy No

Mesh settings:

Avg. Element Size (fraction of model diameter) 0.08

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 Steel, Carbon

General

Mass Density 7.87 g/cm^3

Yield Strength 350 MPaUltimate Tensile Strength 420 MPa

Stress

Young's Modulus 200 GPa

Poisson's Ratio 0.29 ul

Shear Modulus 77.5194 GPa

Stress Thermal

Expansion Coefficient 0.000012 ul/c

Thermal Conductivity 52 W/( m K )

Specific Heat 486 J/( kg c )

Part Name(s) Part2


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Operating conditions

Force:1

Load Type Force


Vector X 0.000 N

Vector Y -500000.000 N

Vector Z -0.000 N

Selected Face(s)


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Force:2

Load Type Force


Vector X 0.000 N

Vector Y -500000.000 N

Vector Z -0.000 N

Selected Face(s)


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Force:4

Load Type Force


Vector X 0.000 N

Vector Y -500000.000 N

Vector Z -0.000 N

Selected Face(s)


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Fixed Constraint:1

Constraint Type Fixed Constraint

Selected Face(s)

Results

Frequency Value(s)

F1 2.32 Hz

F2 5.15 Hz

F3 9.15 Hz

F4 9.81 Hz

F5 9.93 Hz

F6 11.35 Hz

F7 12.90 Hz

F8 13.06 Hz

Result Summary

Name Result Value

Volume 7.19675E+009 mm^3

Mass 56638.4 kg

Figures
http://localhost/var/www/apps/conversion/tmp/scratch_4/Images/Content/1/Constraint_1_0.pn


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F1 2.32 Hz Displacement

F1 2.32 Hz X Displacement
http://localhost/var/www/apps/conversion/tmp/scratch_4/Images/Content/1/Result_0_0_3.pnhttp://localhost/var/www/apps/conversion/tmp/scratch_4/Images/Content/1/Result_0_0_2.pnhttp://localhost/var/www/apps/conversion/tmp/scratch_4/Images/Content/1/Result_0_0_3.pnhttp://localhost/var/www/apps/conversion/tmp/scratch_4/Images/Content/1/Result_0_0_2.pn


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F1 2.32 Hz Y Displacement

F1 2.32 Hz Z Displacement


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hagun gantry crane cap 200 ton + stress analysis

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