FEA Report_autoasd asd asd Generated

ProjectFirst Saved Wednesday, July 29, 2015Last Saved Monday, August 10, 2015

Product Version 14.0 ReleaseSave Project Before Solution No

Save Project After Solution No

Page 1 of 26Project

8/19/2015file:///C:/Users/alienware/AppData/Roaming/Ansys/v140/Mechanical_Report/Mechanical...

Contents Units

Model (B4, C4) Geometry

V-6410_with split line Parts

Point Masses Coordinate Systems Connections

Contacts Contact Regions

Mesh Named Selections Static Structural (B5)

Analysis Settings Standard Earth Gravity Loads Solution (B6)

Solution Information Results Probes

Operating (C5) Analysis Settings Standard Earth Gravity Loads Solution (C6)

Solution Information Results Probes

Material Data SA 36 SA 240 316L

UnitsTABLE 1

Model (B4, C4)

Unit System Metric (mm, kg, N, s, mV, mA) Degrees rad/s CelsiusAngle Degrees

Rotational Velocity rad/sTemperature Celsius

Geometry

TABLE 2

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Model (B4, C4) > Geometry

TABLE 3Model (B4, C4) > Geometry > Body Groups

Object Name GeometryState Fully Defined

Definition

Source F:\My Project\QMEC Project\In Progress\MSET-FEA Hung Vessel\29-7-2015\V-6410_files\dp0\Geom\DM\Geom.agdb

Type DesignModelerLength Unit Millimeters

Element Control Program ControlledDisplay Style Shell Thickness

Bounding BoxLength X 7826.1 mmLength Y 5287.2 mmLength Z 2950. mm

PropertiesVolume 1.5572e+009 mm³

Mass 48946 kgSurface Area(approx.) 8.8615e+007 mm²

Scale Factor Value 1.Statistics

Bodies 31Active Bodies 31

Nodes 42575Elements 42638

Mesh Metric NoneBasic Geometry Options

Parameters YesParameter Key DS

Attributes NoNamed Selections Yes

Named Selection Key NSMaterial Properties No

Advanced Geometry OptionsUse Associativity Yes

Coordinate Systems NoReader Mode Saves

Updated File No

Use Instances YesSmart CAD Update Yes

Attach File Via Temp File YesTemporary Directory C:\Users\alienware\AppData\Local\Temp

Analysis Type 3-DDecompose Disjoint

Faces Yes

Enclosure and SymmetryProcessing Yes

Object Name V-6410_with split lineState Meshed

Graphics PropertiesVisible Yes

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TABLE 4Model (B4, C4) > Geometry > V-6410_with split line > Parts

DefinitionSuppressed NoAssignment Multiple Materials

Coordinate System Default Coordinate SystemBounding Box

Length X 7826.1 mmLength Y 5287.2 mmLength Z 2950. mm


Mass 12388 kgCentroid X -31.874 mmCentroid Y 424.46 mmCentroid Z 2.0177e-003 mm

Moment of Inertia Ip1 2.7285e+010 kg·mm²Moment of Inertia Ip2 6.0191e+010 kg·mm²Moment of Inertia Ip3 6.9354e+010 kg·mm²

Surface Area(approx.) 8.8615e+007 mm²Statistics


Mesh Metric None

Object NameV-6410_with split

line@Surface-Plane7

V-6410_with split line@Surface-

Extrude1


Plane8

V-6410_with splitline@Surface-

Extrude4

V-6410_withsplit line@Split

Line1State Meshed


Transparency 1Definition

Suppressed NoStiffness Behavior Flexible

Coordinate System Default Coordinate System

Reference Temperature By Environment

Thickness 16. mm 32. mm 16. mm 30. mmThickness

Mode Manual

Offset Type MiddleMaterial

Assignment SA 36 SA 240 316L SA 36 SA 240 316L SA 36Nonlinear

Effects Yes

Thermal Strain Effects Yes

Bounding BoxLength X 0. mm 400. mm 0. mm 50. mm 250. mmLength Y 2408. mm 2600. mm 2408. mm 2600. mm 0. mmLength Z 2950. mm 2600. mm 2950. mm 2600. mm 2327.1 mm

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Properties

Volume 1.6755e+007 mm³ 1.0444e+008 mm³ 1.6755e+007 mm³ 6.5265e+006 mm³ 1.7233e+007mm³

Mass 129.85 kg 838.37 kg 129.85 kg 52.389 kg 133.55 kgCentroid X -1376.7 mm 1343.3 mm 1373.3 mm -3226.7 mm -1376.7 mmCentroid Y -527.04 mm 0.4042 mm -527.04 mm 3.2446e-029 mm 2837.2 mm

Centroid Z 4.8675e-007 mm -1.0372e-002 mm 1.5297e-013 mm 0. mm -4.8897e-004 mm

Moment ofInertia Ip1

2.1412e+008 kg·mm²

1.4105e+009kg·mm²

2.1412e+008 kg·mm²

8.8103e+007kg·mm²

6.0307e+007 kg·mm²

Moment of Inertia Ip2

1.5182e+008 kg·mm²

7.1623e+008kg·mm²

1.5182e+008 kg·mm²

4.406e+007kg·mm²

6.1004e+007 kg·mm²


6.2308e+007 kg·mm²

7.1663e+008kg·mm²

6.2308e+007 kg·mm²

4.4065e+007kg·mm²

6.9773e+005 kg·mm²

Surface Area(approx.) 1.0472e+006 mm² 3.2638e+006 mm² 1.0472e+006 mm² 4.079e+005 mm² 5.7442e+005

mm²Statistics

Nodes 610 1359 610 2140 1925Elements 491 1221 491 1606 1780

Mesh Metric None


line@Surface-Knit25


Offset5[2]


Offset6[1]


Extrude3


Offset6[2]State Meshed






Thickness 22.2 mm 16. mm 12. mm 16. mm 12. mmThickness

Mode Manual


Assignment SA 36 SA 240 316LNonlinear

Effects Yes


Bounding BoxLength X 310. mm 1655. mm 663.05 mm 50. mm 663.05 mmLength Y 2216.9 mm 2600. mmLength Z 0. mm 2600. mm

Properties

Volume 1.378e+007 mm³ 2.1603e+008mm³

8.9828e+007 mm³

6.5265e+006 mm³

8.9828e+007mm³

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Mass 106.8 kg 1734.1 kg 721.07 kg 52.39 kg 721.07 kgCentroid X -1361.2 mm 2370.8 mm 3620.7 mm 3223.3 mm -3624.1 mmCentroid Y 1689.2 mm 2.4506e-031 mm -6.6687e-007 mm 1.8265e-014 mm -1.0991e-006 mmCentroid Z 1142.4 mm 0. mm 9.9598e-010 mm -7.3062e-014 mm 1.1255e-009 mmMoment of Inertia Ip1

4.3578e+007 kg·mm²

2.9162e+009kg·mm²

7.4455e+008 kg·mm²

8.8103e+007kg·mm²

7.4455e+008 kg·mm²


7.0561e+005 kg·mm²

1.8538e+009kg·mm²

3.9674e+008 kg·mm²

4.406e+007kg·mm²

3.9675e+008 kg·mm²


4.4283e+007 kg·mm²

1.854e+009kg·mm²

3.9682e+008 kg·mm²

4.4065e+007kg·mm²

3.9682e+008 kg·mm²

Surface Area(approx.)

6.2072e+005 mm²

1.3502e+007mm²

7.4857e+006 mm²

4.0791e+005 mm²

7.4857e+006mm²

StatisticsNodes 565 6527 3778 2140 3785

Elements 494 6199 3531 1606 3536Mesh Metric None


line@Surface-Knit36


Trim5


Knit32


Knit23


Knit19State Meshed






Thickness 22.2 mm 16. mm 22.2 mmThickness

Mode Manual


Assignment SA 36 SA 240 316L SA 36Nonlinear

Effects Yes


Bounding BoxLength X 310. mm 2290. mm 310. mmLength Y 2216.9 mm 2600. mm 1594.2 mm 1783.7 mm 1783.6 mmLength Z 0. mm 2600. mm 0. mm

Properties

Volume 1.378e+007 mm³ 2.9891e+008mm³

9.9098e+006 mm³ 1.1087e+007 mm³

Mass 106.8 kg 2399.4 kg 76.801 kg 85.927 kg 85.924 kgCentroid X 1357.8 mm -1.7076 mm 1357.8 mm -1361.2 mmCentroid Y 1689.2 mm 1.2643e-004 mm 2011.6 mm 1913.5 mm

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Centroid Z -1142.4 mm 3.062e-005 mm 380.85 mm 761.65 mm -761.55 mmMoment of Inertia Ip1

4.3578e+007kg·mm²

4.0351e+009 kg·mm²

1.621e+007kg·mm²

2.2701e+007 kg·mm²

2.2699e+007kg·mm²


7.0561e+005 kg·mm²

3.066e+009kg·mm²

5.0734e+005 kg·mm²

5.6767e+005kg·mm²

5.6765e+005 kg·mm²


4.4283e+007 kg·mm²

3.0662e+009kg·mm²

1.6717e+007 kg·mm²

2.3268e+007kg·mm²

2.3266e+007 kg·mm²


6.2072e+005 mm²

1.8682e+007mm²

4.4639e+005 mm²

4.9943e+005 mm²

4.9941e+005mm²




line@Surface-Knit33


Knit22


Knit34


Knit21


Knit29State Meshed






Thickness 22.2 mmThickness

Mode Manual


Assignment SA 36Nonlinear

Effects Yes


Bounding BoxLength X 310. mmLength Y 1537.2 mm 1594.2 mm 1537.2 mm 1783.7 mmLength Z 0. mm

Properties

Volume 9.5552e+006 mm³

9.9098e+006mm³

9.9096e+006 mm³

9.5552e+006 mm³

1.1087e+007mm³

Mass 74.053 kg 76.801 kg 76.799 kg 74.053 kg 85.927 kgCentroid X 1357.8 mm -1361.2 mm 1357.8 mm -1361.2 mm 1357.8 mmCentroid Y 2041.1 mm 2011.6 mm 2041.1 mm 1913.5 mmCentroid Z 4.5838e-002 mm 380.85 mm -380.75 mm 4.5838e-002 mm 761.65 mmMoment of Inertia Ip1

1.4532e+007 kg·mm²

1.621e+007kg·mm²

1.6209e+007 kg·mm²

1.4532e+007kg·mm²

2.2701e+007 kg·mm²

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4.8917e+005 kg·mm²

5.0734e+005kg·mm²

5.0733e+005 kg·mm²

4.8917e+005kg·mm²

5.6767e+005 kg·mm²


1.5021e+007 kg·mm² 1.6717e+007 kg·mm² 1.5021e+007

kg·mm²2.3268e+007

kg·mm²Surface Area

(approx.)4.3042e+005

mm²4.4639e+005

mm²4.4638e+005

mm²4.3042e+005

mm²4.9943e+005

mm²Statistics

Nodes 319 312 311 310 344Elements 275 267 295

Mesh Metric None


line@Surface-Knit35


Knit20


Trim6


Plane6


Revolve3State Meshed






Thickness 22.2 mm 10. mm 22.2 mm 8. mmThickness

Mode Manual


Assignment SA 36 SA 240 316L SA 36 SA 240 316LNonlinear

Effects Yes


Bounding BoxLength X 310. mm 600. mm 0. mm 600. mmLength Y 1783.6 mm 1594.2 mm 1035.1 mm 2216.9 mm 149.98 mmLength Z 0. mm 600. mm 2284.9 mm 600. mm

Properties

Volume 1.1087e+007 mm³

9.9096e+006mm³

1.9157e+007 mm³

8.8059e+007 mm³ 3.1569e+006 mm³

Mass 85.924 kg 76.799 kg 153.78 kg 682.46 kg 25.341 kgCentroid X 1357.8 mm -1361.2 mm -2086.7 mm 1373.3 mm -2086.7 mmCentroid Y 1913.5 mm 2011.6 mm -1791.2 mm 1958.7 mm -2384.1 mmCentroid Z -761.55 mm -380.75 mm 4.1025e-003 mm 2.9275e-005 mm 1.9416e-007 mmMoment of Inertia Ip1

2.2699e+007 kg·mm²

1.6209e+007kg·mm²

2.0219e+007 kg·mm²

5.1047e+008kg·mm²

7.3714e+005 kg·mm²


5.6765e+005 kg·mm²

5.0733e+005kg·mm²

1.3763e+007 kg·mm²

3.2596e+008kg·mm²

1.3876e+006 kg·mm²


2.3266e+007 kg·mm²

1.6717e+007kg·mm²

2.0101e+007 kg·mm²

1.8451e+008kg·mm²

7.3733e+005 kg·mm²

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4.9941e+005 mm²

4.4638e+005mm²

1.9157e+006 mm²

3.9666e+006 mm² 3.9461e+005 mm²



Object NameV-6410_with

split line@SplitLine2


Knit18


Knit27


Extrude2


Plane5State Meshed






Thickness 30. mm 22.2 mm 32. mm 22.2 mmThickness

Mode Manual


Assignment SA 36 SA 240 316L SA 36Nonlinear

Effects Yes


Bounding BoxLength X 250. mm 310. mm 400. mm 0. mmLength Y 0. mm 2216.9 mm 2600. mm 2216.9 mmLength Z 2327.1 mm 0. mm 2600. mm 2284.9 mm

Properties

Volume 1.7233e+007 mm³ 1.378e+007 mm³ 1.0444e+008 mm³ 8.8059e+007 mm³

Mass 133.55 kg 106.8 kg 838.37 kg 682.46 kgCentroid X 1373.3 mm -1361.2 mm 1357.8 mm -1346.7 mm -1376.7 mmCentroid Y 2837.2 mm 1689.2 mm 0.4042 mm 1958.7 mm

Centroid Z -4.8897e-004 mm -1142.4 mm 1142.4 mm -1.037e-002 mm 2.2691e-005 mm


6.0307e+007 kg·mm² 4.3578e+007 kg·mm² 1.4105e+009

kg·mm²5.1047e+008

kg·mm²Moment of Inertia Ip2

6.1004e+007 kg·mm² 7.0561e+005 kg·mm² 7.1623e+008

kg·mm²3.2596e+008

kg·mm²Moment of Inertia Ip3

6.9773e+005 kg·mm² 4.4283e+007 kg·mm² 7.1663e+008

kg·mm²1.8451e+008

kg·mm²Surface Area

(approx.)5.7442e+005

mm² 6.2072e+005 mm² 3.2638e+006 mm² 3.9666e+006 mm²

Statistics

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TABLE 11Model (B4, C4) > Geometry > Point Masses

Nodes 1928 553 1320 2733Elements 1766 483 1182 2592

Mesh Metric None

Object Name V-6410_with split line@Surface-Offset5[3]State Meshed




Coordinate System Default Coordinate SystemReference Temperature By Environment

Thickness 16. mmThickness Mode Manual


Assignment SA 240 316LNonlinear Effects Yes

Thermal Strain Effects YesBounding Box

Length X 1655. mmLength Y 2600. mmLength Z 2600. mm


Mass 1734.2 kgCentroid X -2374.2 mmCentroid Y -0.2214 mmCentroid Z -6.4886e-005 mm

Moment of Inertia Ip1 2.917e+009 kg·mm²Moment of Inertia Ip2 1.8539e+009 kg·mm²Moment of Inertia Ip3 1.8548e+009 kg·mm²

Surface Area(approx.) 1.3502e+007 mm²Statistics


Mesh Metric None

Object Name Nozzle and acc. Liquid weightState Fully Defined

ScopeScoping Method Geometry Selection

Geometry 34 FacesCoordinate System COG

X Coordinate 0. mmY Coordinate 0. mmZ Coordinate 0. mm

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Location DefinedDefinition

Mass 2602. kg 33956 kgMass Moment of Inertia X 0. kg·mm²Mass Moment of Inertia Y 0. kg·mm²Mass Moment of Inertia Z 0. kg·mm²

Suppressed NoBehavior Deformable

Pinball Region All

Coordinate Systems

TABLE 12Model (B4, C4) > Coordinate Systems > Coordinate System

Object Name Global Coordinate System COGState Fully Defined

DefinitionType Cartesian

Coordinate System ID 0. Coordinate System Program Controlled

OriginOrigin X 0. mm -20. mmOrigin Y 0. mmOrigin Z 0. mm

Define By Global CoordinatesLocation Defined

Directional VectorsX Axis Data [ 1. 0. 0. ]Y Axis Data [ 0. 1. 0. ]Z Axis Data [ 0. 0. 1. ]

Principal AxisAxis X

Define By Global X AxisOrientation About Principal Axis

Axis YDefine By Default

TransformationsBase Configuration Absolute

Transformed Configuration [ -20. 0. 0. ]

Connections

TABLE 13Model (B4, C4) > Connections

TABLE 14

Object Name ConnectionsState Fully Defined

Auto DetectionGenerate Automatic Connection On Refresh Yes

TransparencyEnabled Yes



Model (B4, C4) > Connections > Contacts

TABLE 15Model (B4, C4) > Connections > Contacts > Contact Regions

Object Name ContactsState Fully Defined

DefinitionConnection Type Contact


Geometry All BodiesAuto Detection

Tolerance Type SliderTolerance Slider 0.Tolerance Value 24.737 mm

Use Range NoFace/Face YesFace/Edge NoEdge/Edge No

Priority Include AllGroup By Bodies

Search Across Bodies

Object Name Contact Region Contact Region 2 Contact Region 3State Fully Defined


Contact 1 Face 2 FacesTarget 1 Face 2 Faces

Contact Bodies V-6410_with split line@Surface-Extrude1

V-6410_with split line@Surface-Offset5[3]

V-6410_with splitline@Surface-Extrude4

Target Bodies V-6410_with split line@Surface-Trim5

V-6410_with split line@Surface-Extrude2

V-6410_with splitline@Surface-Offset6[2]

Contact ShellFace Program Controlled

Target Shell Face Program Controlled

DefinitionType Bonded

Scope Mode AutomaticBehavior Program Controlled

Suppressed NoAdvanced

Formulation Program ControlledDetection

Method Program Controlled

Normal Stiffness Program Controlled

Update Stiffness Program Controlled

Pinball Region Program Controlled

Mesh



TABLE 16Model (B4, C4) > Mesh

Object Name MeshState Solved

DefaultsPhysics Preference Mechanical

Relevance 0Sizing

Use Advanced Size Function On: Proximity and CurvatureRelevance Center Medium

Initial Size Seed Active AssemblySmoothing Medium

Span Angle Center MediumCurvature Normal Angle Default (30.0 °)

Proximity Accuracy 0.5Num Cells Across Gap Default (3)

Min Size 10.0 mmProximity Min Size 10.0 mm

Max Face Size 100.0 mmGrowth Rate Default

Minimum Edge Length 2.8086e-002 mmInflation

Use Automatic Inflation NoneInflation Option Smooth TransitionTransition Ratio 0.272

Maximum Layers 2Growth Rate 1.2

Inflation Algorithm PreView Advanced Options No

Patch Conforming OptionsTriangle Surface Mesher Program Controlled

AdvancedShape Checking Standard Mechanical

Element Midside Nodes Program ControlledNumber of Retries Default (4)

Extra Retries For Assembly YesRigid Body Behavior Dimensionally Reduced

Mesh Morphing DisabledDefeaturing

Use Sheet Thickness for Pinch NoPinch Tolerance Default (9.0 mm)

Generate Pinch on Refresh NoSheet Loop Removal No

Automatic Mesh Based Defeaturing OnDefeaturing Tolerance Default (7.50 mm)

StatisticsNodes 42575

Elements 42638Mesh Metric None

Named Selections



TABLE 17Model (B4, C4) > Named Selections > Named Selections

Static Structural (B5)TABLE 18

Model (B4, C4) > Analysis

TABLE 19Model (B4, C4) > Static Structural (B5) > Analysis Settings

Object Name Fixed_boundaryState Fully Defined


Geometry 24 FacesDefinition

Send to Solver YesVisible Yes

Program Controlled Inflation ExcludeStatistics

Type ImportedTotal Selection 24 Faces

Suppressed 0Used by Mesh Worksheet No

Object Name Static Structural (B5)State Solved

DefinitionPhysics Type StructuralAnalysis Type Static StructuralSolver Target Mechanical APDL

OptionsEnvironment Temperature 22. °C

Generate Input Only No

Object Name Analysis SettingsState Fully Defined

Step ControlsNumber Of Steps 1.

Current Step Number 1.Step End Time 1. s

Auto Time Stepping Program ControlledSolver Controls

Solver Type Program ControlledWeak Springs Program Controlled

Large Deflection OffInertia Relief Off

Restart ControlsGenerate Restart Points Program Controlled

Retain Files After FullSolve No

Nonlinear ControlsForce Convergence Program Controlled

Moment Convergence Program Controlled



TABLE 20Model (B4, C4) > Static Structural (B5) > Accelerations

FIGURE 1Model (B4, C4) > Static Structural (B5) > Standard Earth Gravity

DisplacementConvergence Program Controlled

Rotation Convergence Program ControlledLine Search Program ControlledStabilization Off

Output ControlsStress YesStrain Yes

Nodal Forces NoContact Miscellaneous NoGeneral Miscellaneous No

Calculate Results At All Time PointsMax Number of Result

Sets Program Controlled

Analysis Data Management

Solver Files Directory F:\My Project\QMEC Project\In Progress\MSET-FEA Hung Vessel\29-7-2015\V-6410_files\dp0\SYS\MECH\

Future Analysis NoneScratch Solver Files

DirectorySave MAPDL db No

Delete Unneeded Files YesNonlinear Solution No

Solver Units Active SystemSolver Unit System nmm

Object Name Standard Earth GravityState Fully Defined

ScopeGeometry All Bodies

DefinitionCoordinate System COG

X Component 0. mm/s² (ramped)Y Component -9806.6 mm/s² (ramped)Z Component 0. mm/s² (ramped)

Suppressed NoDirection -Y Direction



TABLE 21Model (B4, C4) > Static Structural (B5) > Loads

Object Name Fixed Support - Left saddle Fixed Support - Right SaddleState Fully Defined


Geometry 12 FacesDefinition

Type Fixed SupportSuppressed No

Solution (B6)

TABLE 22Model (B4, C4) > Static Structural (B5) > Solution

TABLE 23Model (B4, C4) > Static Structural (B5) > Solution (B6) > Solution Information

Object Name Solution (B6)State Solved

Adaptive Mesh RefinementMax Refinement Loops 1.

Refinement Depth 2.Information

Status Done

Object Name Solution InformationState Solved

Solution Information



TABLE 24Model (B4, C4) > Static Structural (B5) > Solution (B6) > Results

TABLE 25Model (B4, C4) > Static Structural (B5) > Solution (B6) > Probes

Solution Output Solver OutputNewton-Raphson Residuals 0

Update Interval 2.5 sDisplay Points All

FE Connection VisibilityActivate Visibility Yes

Display All FE ConnectorsDraw Connections Attached To All Nodes

Line Color Connection TypeVisible on Results No

Line Thickness SingleDisplay Type Lines

Object Name Total Deformation Equivalent StressState Solved


Geometry All BodiesShell Top/BottomLayer Entire Section

DefinitionType Total Deformation Equivalent (von-Mises) Stress

By TimeDisplay Time Last

Calculate Time History YesIdentifier

Suppressed NoResults

Minimum 0. mm 0. MPaMaximum 0.92843 mm 40.361 MPa

Minimum Occurs On V-6410_with split line@Split Line1Maximum Occurs On V-6410_with split line@Surface-Trim5 V-6410_with split line@Surface-Plane7

InformationTime 1. s

Load Step 1Substep 1

Iteration Number 1Integration Point Results

Display Option Averaged

Object Name Force Reaction - Left saddle Force Reaction - Right saddleState Solved

DefinitionType Force Reaction

Location Method Boundary ConditionBoundary Condition Fixed Support - Left saddle Fixed Support - Right Saddle

Orientation Global Coordinate SystemSuppressed No

Options



Operating (C5)TABLE 26

Model (B4, C4) > Analysis

TABLE 27Model (B4, C4) > Operating (C5) > Analysis Settings

Result Selection AllDisplay Time End Time

ResultsX Axis 1295.8 N -1295.7 NY Axis 2.4378e+005 N 2.3637e+005 NZ Axis -2.6353 N 2.6353 N

Total 2.4378e+005 N 2.3637e+005 NMaximum Value Over Time

X Axis 1295.8 N -1295.7 NY Axis 2.4378e+005 N 2.3637e+005 NZ Axis -2.6353 N 2.6353 N

Total 2.4378e+005 N 2.3637e+005 NMinimum Value Over Time

X Axis 1295.8 N -1295.7 NY Axis 2.4378e+005 N 2.3637e+005 NZ Axis -2.6353 N 2.6353 N

Total 2.4378e+005 N 2.3637e+005 NInformation

Time 1. sLoad Step 1

Substep 1Iteration Number 1

Object Name Operating (C5)State Solved

DefinitionPhysics Type StructuralAnalysis Type Static StructuralSolver Target Mechanical APDL

OptionsEnvironment Temperature 22. °C

Generate Input Only No

Object Name Analysis SettingsState Fully Defined

Step ControlsNumber Of Steps 1.

Current Step Number 1.Step End Time 1. s

Auto Time Stepping Program ControlledSolver Controls

Solver Type Program ControlledWeak Springs Program Controlled

Large Deflection OffInertia Relief Off

Restart Controls



TABLE 28Model (B4, C4) > Operating (C5) > Accelerations

FIGURE 2Model (B4, C4) > Operating (C5) > Standard Earth Gravity

Generate Restart Points Program ControlledRetain Files After Full

Solve No

Nonlinear ControlsForce Convergence Program Controlled

Moment Convergence Program ControlledDisplacementConvergence Program Controlled

Rotation Convergence Program ControlledLine Search Program ControlledStabilization Off

Output ControlsStress YesStrain Yes

Nodal Forces NoContact Miscellaneous NoGeneral Miscellaneous No

Calculate Results At All Time PointsMax Number of Result

Sets Program Controlled

Analysis Data Management

Solver Files Directory F:\My Project\QMEC Project\In Progress\MSET-FEA Hung Vessel\29-7-2015\V-6410_files\dp0\SYS-1\MECH\

Future Analysis NoneScratch Solver Files

DirectorySave MAPDL db No

Delete Unneeded Files YesNonlinear Solution No

Solver Units Active SystemSolver Unit System nmm

Object Name Standard Earth GravityState Fully Defined

ScopeGeometry All Bodies

DefinitionCoordinate System COG

X Component 0. mm/s² (ramped)Y Component -9806.6 mm/s² (ramped)Z Component 0. mm/s² (ramped)

Suppressed NoDirection -Y Direction



TABLE 29Model (B4, C4) > Operating (C5) > Loads

FIGURE 3Model (B4, C4) > Operating (C5) > Blast

Object Name Fixed Support Blast Wind pressure Fixed Support -Left saddle

Fixed Support -Right Saddle

State Fully DefinedScope

ScopingMethod

Named Selection Geometry Selection

NamedSelection Fixed_boundary

Geometry 16 Faces 12 FacesDefinition

Type Fixed Support Pressure Fixed SupportSuppressed No

Define By Vector

Magnitude 4.4e-003 MPa(ramped)

3.434e-004 MPa (ramped)

Direction Defined



FIGURE 4Model (B4, C4) > Operating (C5) > Wind pressure

Solution (C6)



TABLE 30Model (B4, C4) > Operating (C5) > Solution

TABLE 31Model (B4, C4) > Operating (C5) > Solution (C6) > Solution Information

TABLE 32Model (B4, C4) > Operating (C5) > Solution (C6) > Results

Object Name Solution (C6)State Solved

Adaptive Mesh RefinementMax Refinement Loops 1.

Refinement Depth 2.Information

Status Done

Object Name Solution InformationState Solved

Solution InformationSolution Output Solver Output

Newton-Raphson Residuals 0Update Interval 2.5 sDisplay Points All

FE Connection VisibilityActivate Visibility Yes

Display All FE ConnectorsDraw Connections Attached To All Nodes

Line Color Connection TypeVisible on Results No

Line Thickness SingleDisplay Type Lines

Object Name Total Deformation Equivalent Stress - Top Equivalent Stress - BottomState Solved


Geometry All BodiesShell Top BottomLayer Entire Section

DefinitionType Total Deformation Equivalent (von-Mises) Stress

By TimeDisplay Time Last

Calculate Time History Yes

IdentifierSuppressed No

ResultsMinimum 0. mm 0. MPa

Maximum 2.7542 mm 101.56 MPa 102.25 MPaMinimum Occurs

On V-6410_with split line@Split Line1

Maximum Occurs On

V-6410_with splitline@Surface-Revolve3

V-6410_with splitline@Surface-Plane8

V-6410_with splitline@Surface-Plane7

Information



TABLE 33Model (B4, C4) > Operating (C5) > Solution (C6) > Probes

Material Data



Integration Point ResultsDisplay Option Averaged

Object Name Force Reaction - Left saddle Force Reaction - Right saddleState Solved

DefinitionType Force Reaction

Location Method Boundary ConditionBoundary Condition Fixed Support - Left saddle Fixed Support - Right Saddle

Orientation Global Coordinate SystemSuppressed No

OptionsResult Selection All

Display Time End TimeResults

X Axis 1561. N -1560.9 NY Axis 2.4378e+005 N 2.3637e+005 NZ Axis 86792 N 79609 N

Total 2.5877e+005 N 2.4942e+005 NMaximum Value Over Time


Total 2.5877e+005 N 2.4942e+005 NMinimum Value Over Time


Total 2.5877e+005 N 2.4942e+005 NInformation



SA 36

TABLE 34SA 36 > Constants

Density 7.75e-006 kg mm^-3Coefficient of Thermal Expansion 1.2e-005 C^-1

Specific Heat 4.34e+005 mJ kg^-1 C^-1Thermal Conductivity 6.05e-002 W mm^-1 C^-1

Resistivity 1.7e-004 ohm mm



TABLE 35SA 36 > Compressive Ultimate Strength

TABLE 36SA 36 > Compressive Yield Strength

TABLE 37SA 36 > Tensile Yield Strength

TABLE 38SA 36 > Tensile Ultimate Strength

TABLE 39SA 36 > Isotropic Secant Coefficient of Thermal Expansion

TABLE 40SA 36 > Alternating Stress Mean Stress

TABLE 41SA 36 > Strain-Life Parameters

TABLE 42SA 36 > Isotropic Elasticity

TABLE 43SA 36 > Isotropic Relative Permeability

Compressive Ultimate Strength MPa0

Compressive Yield Strength MPa248.3

Tensile Yield Strength MPa248.3

Tensile Ultimate Strength MPa399.9

Reference Temperature C22

Alternating Stress MPa Cycles Mean Stress MPa3999 10 02827 20 01896 50 01413 100 01069 200 0441 2000 0262 10000 0214 20000 0138 1.e+005 0114 2.e+005 086.2 1.e+006 0

Strength Coefficient MPa

Strength Exponent

DuctilityCoefficient

Ductility Exponent

Cyclic Strength Coefficient MPa

Cyclic Strain Hardening Exponent

920 -0.106 0.213 -0.47 1000 0.2

Temperature C Young's Modulus MPa Poisson's Ratio Bulk Modulus MPa Shear Modulus MPa1.9507e+005 0.3 1.6256e+005 75028

Relative Permeability



10000

SA 240 316L

TABLE 44SA 240 316L > Constants

TABLE 45SA 240 316L > Compressive Ultimate Strength

TABLE 46SA 240 316L > Compressive Yield Strength

TABLE 47SA 240 316L > Tensile Yield Strength

TABLE 48SA 240 316L > Tensile Ultimate Strength

TABLE 49SA 240 316L > Isotropic Secant Coefficient of Thermal Expansion

TABLE 50SA 240 316L > Alternating Stress Mean Stress

TABLE 51

Density 8.0272e-006 kg mm^-3Coefficient of Thermal Expansion 1.2e-005 C^-1

Specific Heat 4.34e+005 mJ kg^-1 C^-1Thermal Conductivity 6.05e-002 W mm^-1 C^-1

Resistivity 1.7e-004 ohm mm

Compressive Ultimate Strength MPa0

Compressive Yield Strength MPa172.4

Tensile Yield Strength MPa172.4

Tensile Ultimate Strength MPa482.6

Reference Temperature C22

Alternating Stress MPa Cycles Mean Stress MPa3999 10 02827 20 01896 50 01413 100 01069 200 0441 2000 0262 10000 0214 20000 0138 1.e+005 0114 2.e+005 086.2 1.e+006 0



SA 240 316L > Strain-Life Parameters

TABLE 52SA 240 316L > Isotropic Elasticity

TABLE 53SA 240 316L > Isotropic Relative Permeability

Strength Coefficient MPa

Strength Exponent

DuctilityCoefficient

Ductility Exponent

Cyclic Strength Coefficient MPa

Cyclic Strain Hardening Exponent

920 -0.106 0.213 -0.47 1000 0.2

Temperature C Young's Modulus MPa Poisson's Ratio Bulk Modulus MPa Shear Modulus MPa1.8608e+005 0.3 1.5507e+005 71571

Relative Permeability10000



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