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Simulation ofCanelura

Date: Monday, February 24, 2014Designer: SolidworksStudy name:1 tonaAnalysis type:Static

Table of ContentsDescription ............................................ 1

Assumptions .......................................... 2

Model Information ................................... 2

Study Properties ..................................... 3

Units ................................................... 4

Material Properties .................................. 4

Loads and Fixtures................................... 5

Connector Definitions ............................... 5

Contact Information ................................. 6

Mesh Information .................................... 7

Sensor Details ........................................ 8

Resultant Forces ..................................... 8

Beams .................................................. 9

Study Results ....................................... 10

Conclusion .......................................... 13

DescriptionNo Data

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Assumptions

Model Information

Model name: CaneluraCurrent Configuration: Default

Solid BodiesDocument Name and

Reference Treated As Volumetric PropertiesDocument Path/Date

Modified

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Imported1

Solid Body

Mass:0.567743 kgVolume:7.37329e-005 m^3

Density:7700 kg/m^3Weight:5.56388 N

C:\Users\Stoicescu\Desktop\12_Inch - LH Helicalgear 12DP 33T 15HA

20PA .75FW ---33N3.0H2.0L0.625S1.sldp

rtFeb 23 20:36:46 2014

Study PropertiesStudy name 1 tona

Analysis type Static

Mesh type Solid Mesh

Thermal Effect: On

Thermal option Include temperature loads

Zero strain temperature 298 Kelvin

Include fluid pressure effects from SolidWorksFlow Simulation

Off

Solver type FFEPlus

Inplane Effect: Off

Soft Spring: Off

Inertial Relief: Off

Incompatible bonding options Automatic

Large displacement Off

Compute free body forces On

Friction Off

Use Adaptive Method: Off

Result folder SolidWorks document (C:\Users\Stoicescu\Desktop)

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UnitsUnit system: SI (MKS)

Length/Displacement mm

Temperature Kelvin

Angular velocity Rad/sec

Pressure/Stress N/m^2

Material Properties

Model Reference Properties Components

Name: Alloy SteelModel type: Linear Elastic Isotropic

Default failure

criterion:

Max von Mises Stress

Yield strength: 6.20422e+008 N/m^2Tensile strength: 7.23826e+008 N/m^2Elastic modulus: 2.1e+011 N/m^2

Poisson's ratio: 0.28Mass density: 7700 kg/m^3

Shear modulus: 7.9e+010 N/m^2Thermal expansion

coefficient:1.3e-005 /Kelvin

SolidBody1(Imported1)(12_Inch - LHHelical gear 12DP 33T 15HA

20PA .75FW ---33N3.0H2.0L0.625S1-1)

Curve Data:N/A

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Contact InformationNo Data

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Mesh InformationMesh type Solid Mesh

Mesher Used: Standard mesh

Automatic Transition: Off

Include Mesh Auto Loops: Off

Jacobian points 4 Points

Element Size 0.0393701 in

Tolerance 0.0019685 in

Mesh Quality High

Remesh failed parts with incompatible mesh Off

Mesh Information - Details

Total Nodes 621516

Total Elements 438118

Maximum Aspect Ratio 13.989

% of elements with Aspect Ratio < 3 99.8

% of elements with Aspect Ratio > 10 0.000456

% of distorted elements(Jacobian) 0

Time to complete mesh(hh;mm;ss): 00:00:41

Computer name: STOICESCU-PC

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Sensor DetailsNo Data

Resultant Forces

Reaction ForcesSelection set Units Sum X Sum Y Sum Z Resultant

Entire Model N 0.888857 -0.102644 -0.21056 0.919205

Reaction MomentsSelection set Units Sum X Sum Y Sum Z Resultant

Entire Model N-m 0 0 0 0

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BeamsNo Data

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Study Results

Name Type Min Max

Stress1 VON: von Mises Stress 0.180155 N/m^2Node: 4593

59143.2 N/m^2Node: 600625

Canelura-1 tona-Stress-Stress1

Name Type Min Max

Displacement1 URES: Resultant Displacement 0 mmNode: 1

3.06689e-006 mmNode: 2740

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Canelura-1 tona-Displacement-Displacement1

Name Type Min MaxStrain1 ESTRN: Equivalent Strain 9.15645e-013

Element: 638691.82673e-007Element: 28308

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Canelura-1 tona-Strain-Strain1

Name TypeDisplacement1{1} Deformed Shape

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Canelura-1 tona-Displacement-Displacement1{1}

Conclusion