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Simulation of SinaDate: Wednesday, November 04, 2015Designer: Lucian HorneaStudy name: AISI 431Analysis 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...............................6

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

Mesh information......................................7

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

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

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

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

Conclusion..............................................12

DescriptionIncarcare totala a generatorului: 1500 kgIncarcare de calcul pentru o sina: 750 kg

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MBTelecom Lucian Hornea11/4/2015

Assumptions

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Model Information

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Model name: Sina

Current Configuration: DIN 1.4057

Solid BodiesDocument Name and

ReferenceTreated As Volumetric Properties Document Path/Date

Modified

Split Line2

Solid Body

Mass:9.63065 kgVolume:0.00125073 m^3

Density:7700 kg/m^3Weight:94.3804 N

D:\Hornea Lucian\Aeria\Modificari

Personale\Modelare AERIA 2\ans MXR-

451HP-11 and Chiller XRCA-5001-OA\#2\Suport Generator\Sina de ghidare\Simulare sina de

ghidare\Sina.SLDPRTNov 04 12:24:17

2015

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Study PropertiesStudy name AISI 431

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 SOLIDWORKS Flow 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\lucian~1.hor\appdata\local\temp)

UnitsUnit system: SI (MKS)

Length/Displacement mm

Temperature Kelvin

Angular velocity Rad/sec

Pressure/Stress N/m^2

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Material PropertiesModel Reference Properties Components

Name: 1.4057 (X17CrNi16-2)

Model type: Linear Elastic Isotropic

Default failure criterion:

Max von Mises Stress

Yield strength: 7.5e+008 N/m^2Tensile strength: 8.5e+008 N/m^2Elastic modulus: 2.15e+011 N/m^2Poisson's ratio: 0.28

Mass density: 7700 kg/m^3Shear modulus: 7.9e+010 N/m^2

Thermal expansion

coefficient:

1.1e-005 /Kelvin

SolidBody 1(Split Line2)(Sina)

Curve Data:N/A

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Loads and FixturesFixture name

Fixture Image Fixture Details

Fixed-1

Entities: 1 edge(s)Type: Fixed Geometry

Resultant ForcesComponents X Y Z Resultant

Reaction force(N) 0.0355043 3452.16 -0.0112419 3452.16Reaction

Moment(N.m)0 0 0 0

Roller/Slider-1

Entities: 1 face(s)Type: Roller/Slider

Resultant ForcesComponents X Y Z Resultant

Reaction force(N) -0.0276787 3997.72 1.6951 3997.72Reaction

Moment(N.m)0 0 0 0

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Load name Load Image Load Details

Force-1

Entities: 2 face(s)Type: Apply normal force

Value: 375 kgf

Gravity-1

Reference: Top PlaneValues: 0 0 -9.81

Units: SI

Connector DefinitionsNo Data

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 10.7767 mm

Tolerance 0.538834 mm

Mesh Quality High

Mesh information - DetailsTotal Nodes 18345

Total Elements 11036

Maximum Aspect Ratio 43.005

% of elements with Aspect Ratio < 3 90.6

% of elements with Aspect Ratio > 10 0.109

% of distorted elements(Jacobian) 0

Time to complete mesh(hh;mm;ss): 00:00:01

Computer name: LUCIANHORNEA

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Sensor DetailsNo Data

Resultant Forces

Reaction forcesSelection set

Units Sum XSum Y Sum Z Resultant

Entire Model N 0.00780106 7449.88 1.68386 7449.88

Reaction MomentsSelection set

Units Sum XSum Y Sum Z Resultant

Entire Model N.m 0 0 0 0

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BeamsNo Data

Study Results

Name Type Min MaxStress1 VON: von Mises Stress 0.367159 N/mm^2

(MPa)Node: 15049

3916.27 N/mm^2 (MPa)Node: 1460

Sina-AISI 431-Stress-Stress1

Name Type Min MaxDisplacement1 URES: Resultant Displacement 0 mm

Node: 4885.07175 mmNode: 60

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Name Type Min Max

Sina-AISI 431-Displacement-Displacement1

Name Type Min MaxStrain1 ESTRN: Equivalent Strain 2.2402e-006

Element: 20060.00390075Element: 5198

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Name Type Min Max

Sina-AISI 431-Strain-Strain1

Conclusion

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