分析报告MechanicalReport.docx
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分析报告MechanicalReport.docx
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分析报告MechanicalReport
Project
FirstSaved
Monday,April14,2014
LastSaved
Monday,April14,2014
ProductVersion
14.5Release
SaveProjectBeforeSolution
No
SaveProjectAfterSolution
No
Contents
∙Units
∙Model(A4)
oGeometry
▪lingjiantu
oCoordinateSystems
oMesh
oStaticStructural(A5)
▪AnalysisSettings
▪Loads
▪Solution(A6)
▪SolutionInformation
▪Results
∙MaterialData
oStructuralSteel
ReportNotFinalized
Notallobjectsdescribedbelowareinafinalizedstate.Asaresult,datamaybeincomplete,obsoleteorinerror.Viewfirststateproblem.Tofinalizethisreport,editobjectsasneededandsolvetheanalyses.
Units
TABLE1
UnitSystem
Metric(mm,kg,N,s,mV,mA)Degreesrad/sCelsius
Angle
Degrees
RotationalVelocity
rad/s
Temperature
Celsius
Model(A4)
Geometry
TABLE2
Model(A4)>Geometry
ObjectName
Geometry
State
FullyDefined
Definition
Source
F:
\xiaoping\xiaoping.stp
Type
Step
LengthUnit
Meters
ElementControl
ProgramControlled
DisplayStyle
BodyColor
BoundingBox
LengthX
47.mm
LengthY
47.mm
LengthZ
60.mm
Properties
Volume
15587mm³
Mass
0.12236kg
ScaleFactorValue
1.
Statistics
Bodies
1
ActiveBodies
1
Nodes
605849
Elements
127596
MeshMetric
None
BasicGeometryOptions
SolidBodies
Yes
SurfaceBodies
Yes
LineBodies
No
Parameters
Yes
ParameterKey
DS
Attributes
No
NamedSelections
No
MaterialProperties
No
AdvancedGeometryOptions
UseAssociativity
Yes
CoordinateSystems
No
ReaderModeSavesUpdatedFile
No
UseInstances
Yes
SmartCADUpdate
No
AttachFileViaTempFile
Yes
TemporaryDirectory
C:
\Users\00718967\AppData\Local\Temp
AnalysisType
3-D
MixedImportResolution
None
DecomposeDisjointGeometry
Yes
EnclosureandSymmetryProcessing
Yes
TABLE3
Model(A4)>Geometry>Parts
ObjectName
lingjiantu
State
Meshed
GraphicsProperties
Visible
Yes
Transparency
1
Definition
Suppressed
No
StiffnessBehavior
Flexible
CoordinateSystem
DefaultCoordinateSystem
ReferenceTemperature
ByEnvironment
Material
Assignment
StructuralSteel
NonlinearEffects
Yes
ThermalStrainEffects
Yes
BoundingBox
LengthX
47.mm
LengthY
47.mm
LengthZ
60.mm
Properties
Volume
15587mm³
Mass
0.12236kg
CentroidX
-4.6969e-004mm
CentroidY
1.7162e-008mm
CentroidZ
-7.7295mm
MomentofInertiaIp1
60.058kg·mm²
MomentofInertiaIp2
60.055kg·mm²
MomentofInertiaIp3
50.564kg·mm²
Statistics
Nodes
605849
Elements
127596
MeshMetric
None
CoordinateSystems
TABLE4
Model(A4)>CoordinateSystems>CoordinateSystem
ObjectName
GlobalCoordinateSystem
State
FullyDefined
Definition
Type
Cartesian
CoordinateSystemID
0.
Origin
OriginX
0.mm
OriginY
0.mm
OriginZ
0.mm
DirectionalVectors
XAxisData
[1.0.0.]
YAxisData
[0.1.0.]
ZAxisData
[0.0.1.]
Mesh
TABLE5
Model(A4)>Mesh
ObjectName
Mesh
State
Solved
Defaults
PhysicsPreference
Mechanical
Relevance
0
Sizing
UseAdvancedSizeFunction
Off
RelevanceCenter
Coarse
ElementSize
0.50mm
InitialSizeSeed
ActiveAssembly
Smoothing
Medium
Transition
Fast
SpanAngleCenter
Coarse
MinimumEdgeLength
106.810mm
Inflation
UseAutomaticInflation
None
InflationOption
SmoothTransition
TransitionRatio
0.272
MaximumLayers
5
GrowthRate
1.2
InflationAlgorithm
Pre
ViewAdvancedOptions
No
PatchConformingOptions
TriangleSurfaceMesher
ProgramControlled
Advanced
ShapeChecking
StandardMechanical
ElementMidsideNodes
ProgramControlled
StraightSidedElements
No
NumberofRetries
Default(4)
ExtraRetriesForAssembly
Yes
RigidBodyBehavior
DimensionallyReduced
MeshMorphing
Disabled
Defeaturing
PinchTolerance
PleaseDefine
GeneratePinchonRefresh
No
AutomaticMeshBasedDefeaturing
On
DefeaturingTolerance
Default
Statistics
Nodes
605849
Elements
127596
MeshMetric
None
FIGURE1
Model(A4)>Mesh>Image
FIGURE2
Model(A4)>Mesh>Image2
FIGURE3
Model(A4)>Mesh>Figure
StaticStructural(A5)
TABLE6
Model(A4)>Analysis
ObjectName
StaticStructural(A5)
State
Solved
Definition
PhysicsType
Structural
AnalysisType
StaticStructural
SolverTarget
MechanicalAPDL
Options
EnvironmentTemperature
22.°C
GenerateInputOnly
No
TABLE7
Model(A4)>StaticStructural(A5)>AnalysisSettings
ObjectName
AnalysisSettings
State
FullyDefined
StepControls
NumberOfSteps
1.
CurrentStepNumber
1.
StepEndTime
1.s
AutoTimeStepping
ProgramControlled
SolverControls
SolverType
ProgramControlled
WeakSprings
ProgramControlled
LargeDeflection
Off
InertiaRelief
Off
RestartControls
GenerateRestartPoints
ProgramControlled
RetainFilesAfterFullSolve
No
NonlinearControls
ForceConvergence
ProgramControlled
MomentConvergence
ProgramControlled
DisplacementConvergence
ProgramControlled
RotationConvergence
ProgramControlled
LineSearch
ProgramControlled
Stabilization
Off
OutputControls
Stress
Yes
Strain
Yes
NodalForces
No
ContactMiscellaneous
No
GeneralMiscellaneous
No
StoreResultsAt
AllTimePoints
MaxNumberofResultSets
ProgramControlled
AnalysisDataManagement
SolverFilesDirectory
F:
\xiaoping\xiaoping_files\dp0\SYS\MECH\
FutureAnalysis
None
ScratchSolverFilesDirectory
SaveMAPDLdb
No
DeleteUnneededFiles
Yes
NonlinearSolution
No
SolverUnits
ActiveSystem
SolverUnitSystem
nmm
TABLE8
Model(A4)>StaticStructural(A5)>Loads
ObjectName
FixedSupport
Force
State
FullyDefined
Scope
ScopingMethod
GeometrySelection
Geometry
1Face
Definition
Type
FixedSupport
Force
Suppressed
No
DefineBy
Vector
Magnitude
30000N(ramped)
Direction
Defined
FIGURE4
Model(A4)>StaticStructural(A5)>Force
Solution(A6)
TABLE9
Model(A4)>StaticStructural(A5)>Solution
ObjectName
Solution(A6)
State
Obsolete
AdaptiveMeshRefinement
MaxRefinementLoops
1.
RefinementDepth
2.
Information
Status
Post-processingRequired
TABLE10
Model(A4)>StaticStructural(A5)>Solution(A6)>SolutionInformation
ObjectName
SolutionInformation
State
Solved
SolutionInformation
SolutionOutput
SolverOutput
Newton-RaphsonResiduals
0
UpdateInterval
2.5s
DisplayPoints
All
FEConnectionVisibility
ActivateVisibility
Yes
Display
AllFEConnectors
DrawConnectionsAttachedTo
AllNodes
LineColor
ConnectionType
VisibleonResults
No
LineThickness
Single
DisplayType
Lines
TABLE11
Model(A4)>StaticStructural(A5)>Solution(A6)>Results
ObjectName
EquivalentStress
NormalStress
NormalStress2
NormalStress3
EquivalentElasticStrain
State
Solved
Scope
ScopingMethod
GeometrySelection
Geometry
AllBodies
Definition
Type
Equivalent(von-Mises)Stress
NormalStress
EquivalentElasticStrain
By
Time
DisplayTime
Last
CalculateTimeHistory
Yes
Identifier
Suppressed
No
Orientation
XAxis
YAxis
ZAxis
CoordinateSystem
GlobalCoordinateSystem
IntegrationPointResults
DisplayOption
Averaged
Results
Minimum
21.765MPa
-184.61MPa
-376.41MPa
1.2966e-004mm/mm
Maximum
419.83MPa
190.85MPa
190.87MPa
119.94MPa
2.0991e-003mm/mm
Information
Time
1.s
LoadStep
1
Substep
1
IterationNumber
1
TABLE12
Model(A4)>StaticStructural(A5)>Solution(A6)>Results
ObjectName
NormalElasticStrain
NormalElasticStrain2
NormalElasticStrain3
TotalDeformation
DirectionalDeformation
State
Solved
NotSolved
Scope
ScopingMethod
GeometrySelection
GeometrySelection
Geometry
AllBodies
AllBodies
Definition
Type
NormalElasticStrain
TotalDeformation
DirectionalDeformation
Orientation
XAxis
YAxis
ZAxis
XAxis
By
Time
Time
DisplayTime
Last
Last
CoordinateSystem
GlobalCoordinateSystem
GlobalCoordinateSystem
CalculateTimeHistory
Yes
Yes
Identifier
Suppressed
No
No
IntegrationPointResults
DisplayOption
Averaged
Results
Minimum
-4.5337e-004mm/mm
-4.5301e-004mm/mm
-1.9536e-003mm/mm
Maximum
8.5477e-004mm/mm
8.5478e-004mm/mm
5.3042e-004mm/mm
Information
Time
1.s
LoadStep
1
0
Substep
1
0
IterationNumber
1
MaterialData
StructuralSteel
TABLE13
StructuralSteel>Constants
Density
7.85e-006kgmm^-3
CoefficientofThermalExpansion
1.2e-005C^-1
SpecificHeat
4.34e+005mJkg^-1C^-1
ThermalConductivity
6.05e-002Wmm^-1C^-1
Resistivity
1.7e-004ohmmm
TABLE14
StructuralSteel>CompressiveUltimateStrength
CompressiveUltimateStrengthMPa
0
TABLE15
StructuralSteel>CompressiveYieldStrength
CompressiveYieldStrengthMPa
250
TABLE16
StructuralSteel>TensileYieldStrength
TensileYieldStrengthMPa
250
TABLE17
StructuralSteel>TensileUltimateStrength
TensileUltimateStrengthMPa
460
TABLE18
StructuralSteel>IsotropicSecantCoefficientofThermalExpansion
ReferenceTemperatureC
22
TABLE19
StructuralSteel>AlternatingStressMeanStress
AlternatingStressMPa
Cycles
MeanStressMPa
3999
10
0
2827
20
0
1896
50
0
1413
100
0
1069
200
0
441
2000
0
262
10000
0
214
20000
0
138
1.e+005
0
114
2.e+005
0
86.2
1.e+006
0
TABLE20
StructuralSteel>Strain-LifeParameters
StrengthCoefficientMPa
StrengthExponent
DuctilityCoefficient
DuctilityExponent
CyclicStrengthCoefficientMPa
CyclicStrainHardeningExponent
920
-0.106
0.213
-0.47
1000
0.2
TABLE21
StructuralSteel>IsotropicElasticity
TemperatureC
Young'sModulusMPa
Poisson'sRatio
BulkModulusMPa
ShearModulusMPa
2.e+005
0.3
1.6667e+005
76923
TABLE22
Struct
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