3d truss
DESCRIPTION
ansys workbenchTRANSCRIPT
Project
ProjectFirst SavedMonday, April 21, 2014
Last SavedWednesday, N 04, 2015
Product Version15.0 Release
Save Project Before SolutionNo
Save Project After SolutionNo
Contents Units Model (A4) Geometry Line Body Coordinate Systems Mesh Static Structural (A5) Analysis Settings Loads Solution (A6) Solution Information Results Beam Tool Results Material Data Structural SteelUnitsTABLE 1Unit SystemMetric (mm, kg, N, s, mV, mA) Degrees rad/s Celsius
AngleDegrees
Rotational Velocityrad/s
TemperatureCelsius
Model (A4)GeometryTABLE 2Model (A4) > GeometryObject NameGeometry
StateFully Defined
Definition
SourceC:\Users\KISHORE\AppData\Local\Temp\Truss.tmp\Truss_files\dp0\SYS\DM\SYS.agdb
TypeDesignModeler
Length UnitMeters
Element ControlProgram Controlled
Display StyleBody Color
Bounding Box
Length X5080. mm
Length Y5080. mm
Length Z5080. mm
Properties
Volume3.7259e+007 mm
Mass292.49 kg
Scale Factor Value1.
Statistics
Bodies1
Active Bodies1
Nodes53
Elements37
Mesh MetricNone
Basic Geometry Options
ParametersYes
Parameter KeyDS
AttributesNo
Named SelectionsNo
Material PropertiesNo
Advanced Geometry Options
Use AssociativityYes
Coordinate SystemsNo
Reader Mode Saves Updated FileNo
Use InstancesYes
Smart CAD UpdateNo
Compare Parts On UpdateNo
Attach File Via Temp FileYes
Temporary DirectoryC:\Users\KISHORE\AppData\Roaming\Ansys\v150
Analysis Type3-D
Decompose Disjoint GeometryYes
Enclosure and Symmetry ProcessingYes
TABLE 3Model (A4) > Geometry > PartsObject NameLine Body
StateMeshed
Graphics Properties
VisibleYes
Transparency1
Definition
SuppressedNo
Coordinate SystemDefault Coordinate System
Reference TemperatureBy Environment
Offset ModeRefresh on Update
Offset TypeCentroid
Model TypeBeam
Material
AssignmentStructural Steel
Nonlinear EffectsYes
Thermal Strain EffectsYes
Bounding Box
Length X5080. mm
Length Y5080. mm
Length Z5080. mm
Properties
Volume3.7259e+007 mm
Mass292.49 kg
Length84003 mm
Cross SectionL1
Cross Section Area443.55 mm
Cross Section IYY57658 mmmm
Cross Section IZZ57658 mmmm
Statistics
Nodes53
Elements37
Mesh MetricNone
Coordinate SystemsTABLE 4Model (A4) > Coordinate Systems > Coordinate SystemObject NameGlobal Coordinate System
StateFully Defined
Definition
TypeCartesian
Coordinate System ID0.
Origin
Origin X0. mm
Origin Y0. mm
Origin Z0. mm
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 Size25375 mm
Initial Size SeedActive Assembly
SmoothingMedium
TransitionFast
Span Angle CenterCoarse
Minimum Edge Length1254.80 mm
Inflation
Use Automatic InflationNone
Inflation OptionSmooth Transition
Transition Ratio0.272
Maximum Layers5
Growth Rate1.2
Inflation AlgorithmPre
View Advanced OptionsNo
Patch Conforming Options
Triangle Surface MesherProgram Controlled
Patch Independent Options
Topology CheckingYes
Advanced
Shape CheckingStandard Mechanical
Element Midside NodesProgram Controlled
Number of RetriesDefault (4)
Extra Retries For AssemblyYes
Rigid Body BehaviorDimensionally Reduced
Mesh MorphingDisabled
Defeaturing
Pinch TolerancePlease Define
Generate Pinch on RefreshNo
Automatic Mesh Based DefeaturingOn
Defeaturing ToleranceDefault
Statistics
Nodes53
Elements37
Mesh MetricNone
Static Structural (A5)TABLE 6Model (A4) > AnalysisObject NameStatic Structural (A5)
StateSolved
Definition
Physics TypeStructural
Analysis TypeStatic Structural
Solver TargetMechanical APDL
Options
Environment Temperature22. C
Generate Input OnlyNo
TABLE 7Model (A4) > Static Structural (A5) > Analysis SettingsObject NameAnalysis Settings
StateFully Defined
Step Controls
Number Of Steps1.
Current Step Number1.
Step End Time1. s
Auto Time SteppingProgram Controlled
Solver Controls
Solver TypeProgram Controlled
Weak SpringsProgram Controlled
Large DeflectionOff
Inertia ReliefOff
Restart Controls
Generate Restart PointsProgram Controlled
Retain Files After Full SolveNo
Nonlinear Controls
Newton-Raphson OptionProgram Controlled
Force ConvergenceProgram Controlled
Moment ConvergenceProgram Controlled
Displacement ConvergenceProgram Controlled
Rotation ConvergenceProgram Controlled
Line SearchProgram Controlled
StabilizationOff
Output Controls
StressYes
StrainYes
Nodal ForcesNo
Contact MiscellaneousNo
General MiscellaneousNo
Store Results AtAll Time Points
Analysis Data Management
Solver Files DirectoryC:\Users\KISHORE\AppData\Local\Temp\Truss.tmp\Truss_files\dp0\SYS\MECH\
Future AnalysisNone
Scratch Solver Files Directory
Save MAPDL dbNo
Delete Unneeded FilesYes
Nonlinear SolutionNo
Solver UnitsActive System
Solver Unit Systemnmm
TABLE 8Model (A4) > Static Structural (A5) > LoadsObject NameFixed SupportForceForce 2Force 3Force 4
StateFully Defined
Scope
Scoping MethodGeometry Selection
Geometry4 Vertices1 Vertex
Definition
TypeFixed SupportForce
SuppressedNo
Define ByComponents
Coordinate SystemGlobal Coordinate System
X Component4448.2 N (ramped)0. N (ramped)2224.1 N (ramped)2668.9 N (ramped)
Y Component-44482 N (ramped)0. N (ramped)
Z Component-44482 N (ramped)0. N (ramped)
FIGURE 1Model (A4) > Static Structural (A5) > Force
FIGURE 2Model (A4) > Static Structural (A5) > Force 2
FIGURE 3Model (A4) > Static Structural (A5) > Force 3
FIGURE 4Model (A4) > Static Structural (A5) > Force 4
Solution (A6)TABLE 9Model (A4) > Static Structural (A5) > SolutionObject NameSolution (A6)
StateSolved
Adaptive Mesh Refinement
Max Refinement Loops1.
Refinement Depth2.
Information
StatusDone
TABLE 10Model (A4) > Static Structural (A5) > Solution (A6) > Solution InformationObject NameSolution Information
StateSolved
Solution Information
Solution OutputSolver Output
Newton-Raphson Residuals0
Update Interval2.5 s
Display PointsAll
FE Connection Visibility
Activate VisibilityYes
DisplayAll FE Connectors
Draw Connections Attached ToAll Nodes
Line ColorConnection Type
Visible on ResultsNo
Line ThicknessSingle
Display TypeLines
TABLE 11Model (A4) > Static Structural (A5) > Solution (A6) > ResultsObject NameTotal DeformationAxial ForceTotal Bending MomentTorsional MomentTotal Shear Force
StateSolved
Scope
Scoping MethodGeometry Selection
GeometryAll BodiesAll Line Bodies
Definition
TypeTotal DeformationDirectional Axial ForceTotal Bending MomentDirectional Torsional MomentTotal Shear Force
ByTime
Display TimeLast
Calculate Time HistoryYes
Identifier
SuppressedNo
Coordinate SystemSolution Coordinate SystemSolution Coordinate System
Results
Minimum0. mm-70290 N1269.8 Nmm-679.44 Nmm0.90705 N
Maximum10.021 mm36490 N46545 Nmm621.5 Nmm40.794 N
Minimum Value Over Time
Minimum0. mm-70290 N1269.8 Nmm-679.44 Nmm0.90705 N
Maximum0. mm-70290 N1269.8 Nmm-679.44 Nmm0.90705 N
Maximum Value Over Time
Minimum10.021 mm36490 N46545 Nmm621.5 Nmm40.794 N
Maximum10.021 mm36490 N46545 Nmm621.5 Nmm40.794 N
Information
Time1. s
Load Step1
Substep1
Iteration Number1
Integration Point Results
Display OptionUnaveraged
TABLE 12Model (A4) > Static Structural (A5) > Solution (A6) > Beam ToolObject NameBeam Tool
StateSolved
Scope
GeometryAll Line Bodies
TABLE 13Model (A4) > Static Structural (A5) > Solution (A6) > Beam Tool > ResultsObject NameDirect StressMinimum Combined StressMaximum Combined StressMinimum Bending StressMaximum Bending Stress
StateSolved
Definition
TypeDirect StressMinimum Combined StressMaximum Combined StressMinimum Bending StressMaximum Bending Stress
ByTime
Display TimeLast
Calculate Time HistoryYes
Identifier
SuppressedNo
Integration Point Results
Display OptionUnaveraged
Results
Minimum-158.47 MPa-175.23 MPa-148.26 MPa-16.755 MPa0.37703 MPa
Maximum82.27 MPa74.843 MPa96.267 MPa-0.24553 MPa13.997 MPa
Minimum Value Over Time
Minimum-158.47 MPa-175.23 MPa-148.26 MPa-16.755 MPa0.37703 MPa
Maximum-158.47 MPa-175.23 MPa-148.26 MPa-16.755 MPa0.37703 MPa
Maximum Value Over Time
Minimum82.27 MPa74.843 MPa96.267 MPa-0.24553 MPa13.997 MPa
Maximum82.27 MPa74.843 MPa96.267 MPa-0.24553 MPa13.997 MPa
Information
Time1. s
Load Step1
Substep1
Iteration Number1
Material Data Structural SteelTABLE 14Structural Steel > ConstantsDensity7.85e-006 kg mm^-3
Coefficient of Thermal Expansion1.2e-005 C^-1
Specific Heat4.34e+005 mJ kg^-1 C^-1
Thermal Conductivity6.05e-002 W mm^-1 C^-1
Resistivity1.7e-004 ohm mm
TABLE 15Structural Steel > Compressive Ultimate StrengthCompressive Ultimate Strength MPa
0
TABLE 16Structural Steel > Compressive Yield StrengthCompressive Yield Strength MPa
250
TABLE 17Structural Steel > Tensile Yield StrengthTensile Yield Strength MPa
250
TABLE 18Structural Steel > Tensile Ultimate StrengthTensile Ultimate Strength MPa
460
TABLE 19Structural Steel > Isotropic Secant Coefficient of Thermal ExpansionReference Temperature C
22
TABLE 20Structural Steel > Alternating Stress Mean StressAlternating Stress MPaCycles Mean Stress MPa
3999100
2827200
1896500
14131000
10692000
44120000
262100000
214200000
1381.e+0050
1142.e+0050
86.21.e+0060
TABLE 21Structural Steel > Strain-Life ParametersStrength Coefficient MPaStrength Exponent Ductility Coefficient Ductility Exponent Cyclic Strength Coefficient MPaCyclic Strain Hardening Exponent
920-0.1060.213-0.4710000.2
TABLE 22Structural Steel > Isotropic ElasticityTemperature CYoung's Modulus MPaPoisson's Ratio Bulk Modulus MPaShear Modulus MPa
2.e+0050.31.6667e+00576923
TABLE 23Structural Steel > Isotropic Relative PermeabilityRelative Permeability
10000