ANSYS PROYECT

ProjectFirst SavedFriday, April 17, 2015

Last SavedFriday, April 17, 2015

Product Version12.0.1 Release

Contents Units Model (A4) Geometry BLOQUE Coordinate Systems Mesh Modal (A5) Pre-Stress (None) Analysis Settings Fixed Support Solution (A6) Solution Information Results Material Data Structural SteelUnitsTABLE 1Unit SystemMetric (m, kg, N, s, V, A) Degrees rad/s Celsius

AngleDegrees

Rotational Velocityrad/s

TemperatureCelsius

Model (A4)GeometryTABLE 2Model (A4) > GeometryObject NameGeometry

StateFully Defined

Definition

SourceE:\solidwork trabajo\BLOQUE.SLDPRT

TypeSolidWorks

Length UnitMeters

Element ControlProgram Controlled

Display StylePart Color

Bounding Box

Length X0.245 m

Length Y2.e-002 m

Length Z8.e-002 m

Properties

Volume2.4704e-004 m

Mass1.9393 kg

Scale Factor Value1.

Statistics

Bodies1

Active Bodies1

Nodes2530

Elements1226

Mesh MetricNone

Preferences

Import Solid BodiesYes

Import Surface BodiesYes

Import Line BodiesNo

Parameter ProcessingYes

Personal Parameter KeyDS

CAD Attribute TransferNo

Named Selection ProcessingNo

Material Properties TransferNo

CAD AssociativityYes

Import Coordinate SystemsNo

Reader Save Part FileNo

Import Using InstancesYes

Do Smart UpdateNo

Attach File Via Temp FileYes

Temporary DirectoryC:\Users\CC SA-05\AppData\Roaming\Ansys\v120

Analysis Type3-D

Mixed Import ResolutionNone

Enclosure and Symmetry ProcessingYes

TABLE 3Model (A4) > Geometry > PartsObject NameBLOQUE

StateMeshed

Graphics Properties

VisibleYes

Transparency1

Definition

SuppressedNo

Stiffness BehaviorFlexible

Coordinate SystemDefault Coordinate System

Reference TemperatureBy Environment

Material

AssignmentStructural Steel

Nonlinear EffectsYes

Thermal Strain EffectsYes

Bounding Box

Length X0.245 m

Length Y2.e-002 m

Length Z8.e-002 m

Properties

Volume2.4704e-004 m

Mass1.9393 kg

Centroid X-6.0381e-018 m

Centroid Y9.8935e-003 m

Centroid Z-2.2604e-018 m

Moment of Inertia Ip11.5329e-003 kgm



Statistics

Nodes2530

Elements1226

Mesh MetricNone

Coordinate SystemsTABLE 4Model (A4) > Coordinate Systems > Coordinate SystemObject NameGlobal Coordinate System

StateFully Defined

Definition

TypeCartesian

Ansys System Number0.

Origin

Origin X0. m

Origin Y0. m

Origin Z0. m

Directional Vectors

X Axis Data[ 1. 0. 0. ]

Y Axis Data[ 0. 1. 0. ]

Z Axis Data[ 0. 0. 1. ]

MeshTABLE 5Model (A4) > MeshObject NameMesh

StateSolved

Defaults

Physics PreferenceMechanical

Relevance0

Sizing

Use Advanced Size FunctionOff

Relevance CenterCoarse

Element SizeDefault

Initial Size SeedActive Assembly

SmoothingMedium

TransitionFast

Span Angle CenterCoarse

Minimum Edge Length2.e-002 m

Inflation

Use Automatic Tet InflationNone

Inflation OptionSmooth Transition

Transition Ratio0.272

Maximum Layers5

Growth Rate1.2

Inflation AlgorithmPre

View Advanced OptionsNo

Advanced

Shape CheckingStandard Mechanical

Element Midside NodesProgram Controlled

Straight Sided ElementsNo

Number of RetriesDefault (4)

Rigid Body BehaviorDimensionally Reduced

Mesh MorphingDisabled

Pinch

Pinch TolerancePlease Define

Generate on RefreshNo

Statistics

Nodes2530

Elements1226

Mesh MetricNone

Modal (A5)TABLE 6Model (A4) > AnalysisObject NameModal (A5)

StateSolved

Definition

Physics TypeStructural

Analysis TypeModal

Solver TargetANSYS Mechanical

Options

Environment Temperature22. C

Generate Input OnlyNo

TABLE 7Model (A4) > Modal (A5) > Initial ConditionObject NamePre-Stress (None)

StateFully Defined

Definition

Pre-Stress EnvironmentNone

TABLE 8Model (A4) > Modal (A5) > Analysis SettingsObject NameAnalysis Settings

StateFully Defined

Options

Max Modes to Find6

Limit Search to RangeNo

Solver Controls

Solver TypeProgram Controlled

Output Controls

Calculate StressNo

Calculate StrainNo

Analysis Data Management

Solver Files DirectoryF:\\solidwork - worbench trabajo\PROYECTO BLOQUE_files\dp0\SYS\MECH\

Future AnalysisNone

Scratch Solver Files Directory

Save ANSYS dbNo

Delete Unneeded FilesYes

Solver UnitsActive System

Solver Unit Systemmks

TABLE 9Model (A4) > Modal (A5) > LoadsObject NameFixed Support

StateFully Defined

Scope

Scoping MethodGeometry Selection

Geometry22 Faces

Definition

TypeFixed Support

SuppressedNo

Solution (A6)TABLE 10Model (A4) > Modal (A5) > SolutionObject NameSolution (A6)

StateSolved

Adaptive Mesh Refinement

Max Refinement Loops1.

Refinement Depth2.

The following bar chart indicates the frequency at each calculated mode.FIGURE 1Model (A4) > Modal (A5) > Solution (A6)

TABLE 11Model (A4) > Modal (A5) > Solution (A6)ModeFrequency [Hz]

1.1.1962e+005

2.1.2034e+005

3.1.2154e+005

4.1.2199e+005

5.1.2371e+005

6.1.2441e+005

TABLE 12Model (A4) > Modal (A5) > Solution (A6) > Solution InformationObject NameSolution Information

StateSolved

Solution Information

Solution OutputSolver Output

Newton-Raphson Residuals0

Update Interval2.5 s

Display PointsAll

TABLE 13Model (A4) > Modal (A5) > Solution (A6) > ResultsObject NameTotal DeformationTotal Deformation 2

StateSolved

Scope

Scoping MethodGeometry Selection

GeometryAll Bodies

Definition

TypeTotal Deformation

Mode1.

Identifier

Results

Minimum0. m

Maximum4.7742 m

Information

Reported Frequency1.1962e+005 Hz

TABLE 14Model (A4) > Modal (A5) > Solution (A6) > Total DeformationModeFrequency [Hz]

1.1.1962e+005

2.1.2034e+005

3.1.2154e+005

4.1.2199e+005

5.1.2371e+005

6.1.2441e+005

TABLE 15Model (A4) > Modal (A5) > Solution (A6) > Total Deformation 2ModeFrequency [Hz]

1.1.1962e+005

2.1.2034e+005

3.1.2154e+005

4.1.2199e+005

5.1.2371e+005

6.1.2441e+005

Material Data Structural SteelTABLE 16Structural Steel > ConstantsDensity7850 kg m^-3

Coefficient of Thermal Expansion1.2e-005 C^-1

Specific Heat434 J kg^-1 C^-1

Thermal Conductivity60.5 W m^-1 C^-1

Resistivity1.7e-007 ohm m

TABLE 17Structural Steel > Compressive Ultimate StrengthCompressive Ultimate Strength Pa

0

TABLE 18Structural Steel > Compressive Yield StrengthCompressive Yield Strength Pa

2.5e+008

TABLE 19Structural Steel > Tensile Yield StrengthTensile Yield Strength Pa

2.5e+008

TABLE 20Structural Steel > Tensile Ultimate StrengthTensile Ultimate Strength Pa

4.6e+008

TABLE 21Structural Steel > Alternating StressAlternating Stress PaCycles Mean Stress Pa

3.999e+009100

2.827e+009200

1.896e+009500

1.413e+0091000

1.069e+0092000

4.41e+00820000

2.62e+008100000

2.14e+008200000

1.38e+0081.e+0050

1.14e+0082.e+0050

8.62e+0071.e+0060

TABLE 22Structural Steel > Strain-Life ParametersStrength Coefficient PaStrength Exponent Ductility Coefficient Ductility Exponent Cyclic Strength Coefficient PaCyclic Strain Hardening Exponent

9.2e+008-0.1060.213-0.471.e+0090.2

TABLE 23Structural Steel > Relative PermeabilityRelative Permeability

10000

TABLE 24Structural Steel > Isotropic ElasticityTemperature CYoung's Modulus PaPoisson's Ratio

2.e+0110.3

ANSYS PROYECT

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