Tue Mar 21, 2017 12:04:03

Geometry

Geometry Summary

QuantityUnit
Volume641916 mm3
Surface Area645389 mm2
Mass0.00500694 Mg
Bounding Box
min. corner{-1285, 259, 958}
max. corner{1285, 301, 1000}

Material Properties

PropertyValue
DescriptionSteel, Stainless (ferritic)
Density7.8e-09 Mg/mm3
Elastic Modulus200000 MPa
Poisson Ratio0.28 
Default Failure Criterionvon Mises
Tensile Yield Strength172.339 MPa

Loads & Restraints

Load Summary

DescriptionTypeDefinition
Load 0Vector Force{0,0,-500} N

Restraint Summary

DescriptionDefinition
Restraint 1X-Fixed, Y-Fixed, Z-Fixed

Simulation Summary

Settings

Basis Functions
Degree1
nx304
ny6
nz6
Element size{8.49951, 8.49951, 8.49951}
Resolution setting9979
Computation Box
min. corner{-1291.95, 254.478, 953.478}
max. corner{1291.9, 305.476, 1004.48}

Units

QuantityUnit
Lengthmm
MassMg
ForceN
Times

Simulation Results

Displacements

Displacement Summary

AmountLocation
Minimum3.34664e-06 mm{1281.29,299,979}
Maximum4.29012 mm{4.09236,274.995,999.395}

Danger Level

Danger Level Summary

AmountLocation
Minimum0.000785517 {642.5,280,998}
Maximum0.369412 {3.71387,280,998}

Results Extrema

MinimumMaximum
X-Displacement-0.102039 mm0.102031 mm
Y-Displacement-0.00195545 mm0.000954799 mm
Z-Displacement-4.29012 mm4.32019e-05 mm
Total Displacement3.34664e-06 mm4.29012 mm
Von Mises Stress0.135375 MPa63.664 MPa
Max. Principal Stress-5.62765 MPa68.3253 MPa
Mid. Principal Stress-16.165 MPa16.4247 MPa
Min. Principal Stress-69.8102 MPa5.4812 MPa
Danger Level (von Mises)0.000785517 0.369412 
Danger Level (Max. Shear Stress)0.000891906 0.37869 

CAUTION

Design decisions require experimental data and substantial experience; they should never be made based solely on a software simulation. Simulation is not intended to replace physical testing of prototypes, which is required to validate any design.