Gancho Para Amostra-Estudo 4-1

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Vallourec & Sumitomo Tubos do Brasil LtdaCompany Address Line 2]Phone: +55 31 2141-5410

Analyzed with SolidWorks Simulation Simulation of Gancho para amostra 1

Simulation of Ganchopara amostra

Date: quarta-feira, 24 de setembro de 2014Designer: Douglas Figueiredo SilvaStudy name:Estudo 4Analysis type:Static

Table of Contents

Description ............................................ 1Assumptions .......................................... 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 .......................................... 20

DescriptionMemoria de clculo de Gancho para iamento de segmentosde tubo at 100kg, com no mximo 400mm de comprimento.


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Vallourec & Sumitomo Tubos do BrasilLtda Douglas Figueiredo Silva

24/09/2014


Assumptions

Model Information

Model name: Gancho para amostraCurrent Configuration: Valor predeterminado

Solid BodiesDocument Name and

ReferenceTreated As Volumetric Properties

Document Path/DateModified

Ressalto-extruso1

Solid Body

Mass:6.61428 kgVolume:0.000842583 m^3

Density:7850 kg/m^3Weight:64.8199 N

C:\Users\Douglas\GoogleDrive\Pea1^Gancho para

amostra_2.sldprt

Jul 18 10:20:27 2014


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Ressalto-extruso1

Solid Body

Mass:0.502655 kgVolume:6.28319e-005 m^3

Density:8000 kg/m^3Weight:4.92602 N

C:\Users\Douglas\AppData\Local\Temp\swx4460\VC

~~\Gancho para

amostra\Pea3^Ganchopara amostra.sldprtSep 24 06:28:05 2014

Study PropertiesStudy name Estudo 4

Analysis type Static

Mesh type Solid MeshThermal 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\Douglas\Desktop)


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Units

Unit system: SI (MKS)

Length/Displacement mm

Temperature Kelvin

Angular velocity Rad/sec

Pressure/Stress N/m^2

Material PropertiesModel Reference Properties Components

Name: ASTM A36 AoModel type: Linear Elastic Isotropic

Default failurecriterion:

Unknown

Yield strength: 2.5e+008 N/m^2Tensile strength: 4e+008 N/m^2Elastic modulus: 2e+011 N/m^2

Poisson's ratio: 0.26Mass density: 7850 kg/m^3

Shear modulus: 7.93e+010 N/m^2

Corpo slido 1(Ressalto-extruso1)(Pea1^Ganchopara amostra_2-1)

Curve Data:N/A

Name: AISI 316 Chapa de aoinoxidvel (SS)

Model type: Linear Elastic IsotropicDefault failure

criterion:Unknown

Yield strength: 1.72369e+008 N/m^2Tensile strength: 5.8e+008 N/m^2Elastic modulus: 1.93e+011 N/m^2

Poisson's ratio: 0.27Mass density: 8000 kg/m^3

Thermal expansion

coefficient:

1.6e-005 /Kelvin

Corpo slido 1(Ressalto-extruso1)(Pea3^Ganchopara amostra-1)

Curve Data:N/A


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Loads and Fixtures

Fixture name Fixture Image Fixture Details

Fixo-1

Entities: 1 face(s)Type: Fixed Geometry

Resultant ForcesComponents X Y Z Resultant

Reaction force(N) 0.000183105 2941.97 -0.000118256 2941.97

Reaction Moment(Nm) 0 0 0 0

Load name Load Image Load Details

Fora-1

Entities: 1 face(s)Type: Apply normal force

Value: 300 kgf

Connector DefinitionsNo Data


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Contact Information

Contact Contact Image Contact Properties

Contato global

Type: BondedComponents: 1 component(s)

Options: Compatiblemesh

Contato decomponente-1

Type: Node to node

Components: 1component(s),2 Solid Body (s)


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Mesh Information

Mesh type Solid Mesh

Mesher Used: Curvature based mesh

Jacobian points 4 Points

Maximum element size 0 mm

Minimum element size 0 mm

Mesh Quality High

Remesh failed parts with incompatible mesh Off

Mesh Information - DetailsTotal Nodes 16039

Total Elements 8585

Maximum Aspect Ratio 4.0849

% of elements with Aspect Ratio < 3 99.7

% of elements with Aspect Ratio > 10 0

% of distorted elements(Jacobian) 0

Time to complete mesh(hh;mm;ss): 00:00:02

Computer name: HP-ENVY


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Sensor DetailsNo Data

Resultant Forces

Reaction ForcesSelection set Units Sum X Sum Y Sum Z Resultant

Entire Model N 0.000183105 2941.97 -0.000118256 2941.97

Reaction MomentsSelection set Units Sum X Sum Y Sum Z Resultant

Entire Model Nm 0 0 0 0


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Beams

No Data


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Study Results

Name Type Min Max

Tenso1 VON: von Mises Stress 0.586082 N/m^2Node: 8392

2.69228e+008 N/m^2Node: 106

Gancho para amostra-Estudo 4-Stress-Tenso1

Name Type Min Max

Deslocamento1 URES: Resultant Displacement 0 mmNode: 14977

9.88169 mmNode: 378


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Gancho para amostra-Estudo 4-Displacement-Deslocamento1

Name Type Min Max

Deformao1 ESTRN: Equivalent Strain 2.41743e-012Element: 6864

0.001018Element: 5863


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Gancho para amostra-Estudo 4-Strain-Deformao1

Name Type

Deslocamento1{1} Deformed Shape


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Gancho para amostra-Estudo 4-Displacement-Deslocamento1{1}

Name Type Min Max


2.69228e+008 N/m^2Node: 106


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Name Type Min Max

Deformao2 ESTRN: Equivalent Strain 2.46155e-012Node: 8392

0.00113076Node: 106


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Gancho para amostra-Estudo 4-Strain-Deformao2

Name Type Min Max


9.88169 mmNode: 378


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Name Type Min Max


2.69228e+008 N/m^2Node: 106


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Name Type Min Max


9.88169 mmNode: 378


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Name Type Min Max


9.88169 mmNode: 378


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Name Type Min Max


2.69228e+008 N/m^2Node: 106


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Conclusion

Gancho Para Amostra-Estudo 4-1

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