PIESA_RPT

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Design Analysis Project Title Here

Created by

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Source of Initial NodalTemperatures

Model file

Time step from Heat TransferAnalysis Last

Default nodal voltage 0 V

Source of nodal voltages Model file

Processor Informat ion

Type of Solver Automatic

Disable Calculation and Output of Strains No

Calculate Reaction Forces Yes

Invoke Banded Solver Yes

Avoid Bandwidth Minimization No

Stop After Stiffness Calculations NoDisplacement Data in Output File No

Stress Data in Output File No

Equation Numbers Data in Output File No

Element Input Data in Output File No

Nodal Input Data in Output File No

Centrifugal Load Data in Output File No

Part InformationPart ID Part Name Element Type Material Name

1 ioana2-1 Brick Iron, Fe

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2 ioana-1 Brick Iron, Fe

Element InformationElement Properties used for:

ioana2-1ioana-1

Element Type Brick

Compatibility Not Enforced

Integration Order 2nd Order

Stress Free ReferenceTemperature 0 F

Material Information

Iron, Fe -Brick

Material Model Standard

Material Source Autodesk Simulation Material Library

Material Source File C:\Program Files\Autodesk\Algor Simulation2012\matlibs\algormat.mlb

Date Last Updated 2004/10/28-16:02:00

Material Description None

Mass Density 0.000736415943757583 lbfs/in/in

Modulus of Elasticity 29007547.5477406 lbf/in

Poisson's Ratio 0.291Shear Modulus of Elasticity 12618283.1832672 lbf/in

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Thermal Coefficient of Expansion 6.77777777777778e-006 1/F

LoadsFEA Object Group 1: Surface ForcesSurface Force

ID Description PartID

SurfaceID

Magnitude(lbf) Vx Vy Vz

1 Unnamed 2 25 20.000000 0.000000 0.000000 0.000000

2 Unnamed 2 24 20.000000 0.000000 0.000000 0.000000

3 Unnamed 1 2 20.000000 0.000000 0.000000 0.000000

ConstraintsFEA Object Group 2: Surface Boundary ConditionsSurface Boundary Condition

ID Description PartID

SurfaceID Tx Ty Tz Rx Ry Rz

2 Unnamed 2 27 Yes Yes Yes Yes Yes Yes4 Unnamed 2 20 Yes Yes Yes Yes Yes Yes

3 Unnamed 2 26 Yes Yes Yes Yes Yes Yes








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Time : sTemperature (Absolute) : deg F (R)Thermal Energy : in*lbfVoltage : VCurrent : AElectrical Resistance : ohmMass : lbf*s^2/in

--------------------------------------------

-------------------------------------------------

DATE: MAY 23, 2012TIME: 01:41 PMINPUT MODEL: C:\Documents and Settings\Laura\My Documents\Downloads\Attachments_2012_05_23 (1)\piesa.ds_data\1\ds

PROGRAM VERSION: 201200000163alg-win-ix86.dll VERSION: 201200000163

agsdb_ar-win-ix86.dll VERSION: 201200000163algconfig-win-ix86.dll VERSION: 201200000163

algsolve.exe VERSION: 201200000163amgsolve.exe VERSION: 360000000

-------------------------------------------------

Structural

1**** CONTROL INFORMATION

number of node points (NUMNP) = 1423number of element types (NELTYP) = 2number of load cases (LL) = 1number of frequencies (NF) = 0analysis type code (NDYN) = 0equations per block (KEQB) = 0bandwidth minimization flag (MINBND) = -1gravitational constant (GRAV) = 3.8640E+02number of equations (NEQ) = 4095

**** PRINT OF NODAL DATA SUPPRESSED**** PRINT OF EQUATION NUMBERS SUPPRESSED

Warning: Shear modulus 1.262E+07 is inconsistent with 1.123E+07 calculated from the

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elastic modulus and Poisson ratio for isotropic material part 1.Note: Material is not truly isotropic

Warning: Shear modulus 1.262E+07 is inconsistent with 1.123E+07 calculated from theelastic modulus and Poisson ratio for isotropic material part 2.Note: Material is not truly isotropic

**** Hard disk file size information for processor:

Available hard disk space on current drive = 21316.516 megabytes

Gravity direction vector = 0.0000E+00 0.0000E+00 -1.0000E+00

1**** ELEMENT LOAD MULTIPLIERS

load case case A case B case C case D case E--------- ---------- ---------- ---------- ---------- ----------

1 1.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00

Centrifugal force / angular acceleration

load case rot.rate ang.acc.--------- ---------- ----------

1 0.000E+00 0.000E+00

**** Invoking Parallel BCSLIB-EXT Sparse Solver...**** Number of equations = 4095

Estimated maximum bandwidth = 1017Estimated triangle matrix nonzeroes = 388365

**** Symbolic Assembling Using the Row-Hits Matrix Profile ...**** Assembled in One Block.**** Real Sparse Matrix Assembly ...

1**** STIFFNESS MATRIX PARAMETERS

minimum non-zero diagonal element = 2.3770E+06maximum diagonal element = 2.8824E+08maximum/minimum = 1.2126E+02

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average diagonal element = 2.2179E+07

the minimum is found at equation 1326: node=480 Tzthe maximum is found at equation 4020: node=1398 Tz

in the upper off-diagonal matrix:number of entries in the profile = 384270number of symbolic nonzeros = 105039number of real nonzeros = 105038

**** Sparse Matrix Assembled in One Block

**** Load Cases 1BCSLIB-EXT solver memory status:in-core memory requirement (MB) = 5.10minimum memory requirement (MB) = 2.32

user specified memory (MB) = 57.97available physical memory (MB) = 57.97

available virtual memory (MB) = 890.21memory currently allocated (MB) = 8.00

**** End Sparse Solver Solution

Reaction Sums and Maxima for Load Case 1

Sum of applied forcesX-Force Y-Force Z-Force X-Moment Y-Moment Z-Moment-1.4714E+01 -7.1116E-01 3.4401E-15 0.0000E+00 0.0000E+00 0.0000E+00

Sum of reactionsX-Force Y-Force Z-Force X-Moment Y-Moment Z-Moment

5.6990E-12 6.7216E-12 -2.1164E-12 0.0000E+00 0.0000E+00 0.0000E+00

Sum of residualsX-Force Y-Force Z-Force X-Moment Y-Moment Z-Moment

-1.4714E+01 -7.1116E-01 -2.1130E-12 0.0000E+00 0.0000E+00 0.0000E+00

Sum of unfixed direction residualsX-Force Y-Force Z-Force X-Moment Y-Moment Z-Moment

6.5314E-12 7.7694E-12 -9.6354E-12 0.0000E+00 0.0000E+00 0.0000E+00

Largest applied forces and moments

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Node Node Node Node Node NodeX-Force Y-Force Z-Force X-Moment Y-Moment Z-Moment

355 39 39 0 0 0-5.0000E+00 1.9289E+00 1.0118E-15 0.0000E+00 0.0000E+00 0.0000E+00

Largest nodal reactionsNode Node Node Node Node Node

X-Force Y-Force Z-Force X-Moment Y-Moment Z-Moment251 252 251 0 0 0

-2.6649E+01 9.7976E+00 3.9203E+00 0.0000E+00 0.0000E+00 0.0000E+00

Largest nodal residualsNode Node Node Node Node Node


-2.6649E+01 9.7976E+00 3.9203E+00 0.0000E+00 0.0000E+00 0.0000E+00

Largest unfixed direction residualsNode Node Node Node Node Node


4.2261E-12 1.3506E-12 -2.7365E-12 0.0000E+00 0.0000E+00 0.0000E+00

1**** TEMPORARY FILE STORAGE (MEGABYTES)----------------------------------UNIT NO. 7 : 0.031UNIT NO. 8 : 0.049UNIT NO. 9 : 0.000UNIT NO. 10 : 0.000UNIT NO. 11 : 0.000UNIT NO. 12 : 0.031UNIT NO. 13 : 0.031UNIT NO. 14 : 0.000UNIT NO. 15 : 0.000UNIT NO. 17 : 0.000UNIT NO. 51 : 0.192UNIT NO. 52 : 5.924UNIT NO. 54 : 0.016UNIT NO. 55 : 0.385UNIT NO. 56 : 0.770

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UNIT NO. 58 : 0.031UNIT NO. 59 : 0.000

TOTAL : 7.461 Megabytes

Analys i s Logs

Autodesk (R) Simulation Static Stress with Linear Material ModelsVersion 2012.00.00.0163-WIN 04-Mar-2011Copyright (c) 2011, Autodesk, Inc. All rights reserved.

Structural1423 2 1 0 0 0

**** Linear stress analysis**** Memory Dynamically Allocated = 524022 KB

Options executed are:

NOMINSTRAINSPARSE

SUPCNFSUPELMSUPNODREACENOR

processing ...

**** Model Unit System Settings:--------------------------------------------

Unit System : English (in)Force : lbfLength : inTime : sTemperature (Absolute) : deg F (R)

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Thermal Energy : in*lbfVoltage : VCurrent : AElectrical Resistance : ohmMass : lbf*s^2/in

--------------------------------------------

**** OPENING TEMPORARY FILESNDYN = 0

DATE: MAY 23, 2012TIME: 01:41 PM

INPUT MODEL: C:\Documents and Settings\Laura\My Documents\Downloads\Attachments_2012_05_23 (1)\piesa.ds_data\1\ds

PROGRAM VERSION: 201200000163alg-win-ix86.dll VERSION: 201200000163

agsdb_ar-win-ix86.dll VERSION: 201200000163algconfig-win-ix86.dll VERSION: 201200000163

algsolve.exe VERSION: 201200000163amgsolve.exe VERSION: 360000000

**** BEGIN NODAL DATA INPUT1423 NODES

4095 DOFS**** END NODAL DATA INPUT

**** Begin brick element (TYPE-8) data input**** Part 1 containing 77 elements

Warning: Shear modulus 1.262E+07 is inconsistent with 1.123E+07 calculated from theelastic modulus and Poisson ratio for isotropic material part 1.Note: Material is not truly isotropic

**** End input of element part 1

**** Begin brick element (TYPE-8) data input**** Part 2 containing 1498 elements

Warning: Shear modulus 1.262E+07 is inconsistent with 1.123E+07 calculated from theelastic modulus and Poisson ratio for isotropic material part 2.

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Note: Material is not truly isotropic

**** End input of element part 2

**** Hard disk file size information for processor:

Available hard disk space on current drive = 21316.516 megabytes

**** BEGIN LOAD INPUT

Gravity direction vector = 0.0000E+00 0.0000E+00 -1.0000E+00One load case.Load factor = 1.00E+00 in the 1st basket in load case 1

**** END LOAD INPUT

**** Invoking Parallel BCSLIB-EXT Sparse Solver...**** Number of equations = 4095

Estimated maximum bandwidth = 1017Estimated triangle matrix nonzeroes = 388365

**** Symbolic Assembling Using the Row-Hits Matrix Profile ...**** Assembled in One Block.**** Real Sparse Matrix Assembly ...

in the upper off-diagonal matrix:number of entries in the profile = 384270number of symbolic nonzeros = 105039number of real nonzeros = 105038

**** Sparse Matrix Assembled in One Block

**** Load Cases 1**** End Sparse Solver Solution

**** BEGIN DISPLACEMENT OUTPUT**** PRINT OF DISPLACEMENT OUTPUT SUPPRESSED**** END DISPLACEMENT OUTPUT**** BEGINNING REACTION COMPUTATIONS**** LOADCASES REMAINING 1**** BLOCKS REMAINING 1**** PARTS REMAINING 2**** ELEMENT/GLOBAL CONTRIBUTIONS Part = 1

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THE 1st PART CONTAINING 77 ELEMENTS

**** PARTS REMAINING 1**** ELEMENT/GLOBAL CONTRIBUTIONS Part = 2

THE 2nd PART CONTAINING 1498 ELEMENTS

**** ENDING REACTION COMPUTATIONS

ds.t7 = 32.000 kilobytesds.t8 = 50.133 kilobytesds.t9 = 0.000 kilobytesds.t10 = 0.000 kilobytesds.t11 = 0.125 kilobytesds.t12 = 31.992 kilobytesds.t13 = 32.000 kilobytesds.t14 = 0.000 kilobytesds.t15 = 0.000 kilobytesds.t17 = 0.000 kilobytesds.t51 = 196.875 kilobytesds.t52 = 6066.211 kilobytesds.t54 = 16.020 kilobytesds.t55 = 394.309 kilobytesds.t56 = 788.617 kilobytesds.t58 = 31.992 kilobytes

ds.t59 = 0.000 kilobytestotal temporary disk storage (megabytes) = 7.4612

ds.l = 7.918 kilobytesds.do = 66.750 kilobytes

**** BEGIN DELETING TEMPORARY FILESProcessing completed for model:[C:\Documents and Settings\Laura\My Documents\Downloads\Attachments_2012_05_23 (1)\piesa.ds_data\1\ds]

**** TEMPORARY FILES DELETED**** END OF SUCCESSFUL EXECUTION

**** Total actual hard disk space used = 7.534 megabytes

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Sub-total elapsed time = 0.052 minutes

Autodesk (R) Simulation Stress Calculation UtilityVersion 2012.00.00.0163-WIN 04-Mar-2011Copyright (c) 2011, Autodesk, Inc. All rights reserved.

**** Memory Dynamically Allocated = 524022 KB

DATE: MAY 23, 2012TIME: 01:41 PMINPUT......C:\Documents and Settings\Laura\My Documents\Downloads\Attachments_2012_05_23 (1)\piesa.ds_data\1\ds

**** Model Unit System Settings:--------------------------------------------

Unit System : English (in)Force : lbfLength : inTime : sTemperature (Absolute) : deg F (R)Thermal Energy : in*lbfVoltage : VCurrent : A

Electrical Resistance : ohmMass : lbf*s^2/in--------------------------------------------

**** BEGIN TYPE-8 data INPUTPART 1 CONTAINING 77 ELEMENTS

**** END TYPE-8 data INPUT**** BEGIN TYPE-8 data INPUT

PART 2 CONTAINING 1498 ELEMENTS

**** END TYPE-8 data INPUT**** Writing stress and strain output files ...

**** Hard disk file size information for postprocessor:ds.son = 0.258 kilobytesds.sof = 887.363 kilobytes

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ds.nso = 443.066 kilobytesds.sto = 443.066 kilobytes

Total MKNSO disk space used = 1.73218 megabytes**** End of successful execution**** MKNSO elapsed time = 0.012 minutes

**** The TOTAL elapsed time = 0.064 minutes

Meshing Log Part 1 < ioana2-1 > Status: the part successfully meshed.

Surface Mesh Statistics Mesh operation Solid mesh

Final mesh size 0.856266 in

Elements created 204

Solid Mesh Statistics Mesh type Mix of bricks, wedges, pyramids and tetrahedra

Watertight Yes

Mesh has microholes No

Total nodes 211

Volume 36.35735 in

Total elements 77

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Bricks

Elements 77

Volume % 100

Max. length ratio 1.3

Avg. length ratio 1.1

Avg. aspect ratio 1

Unconstrained aspect ratio 1

Log file Length units used in the log file are modeling units: in

_________________________________________________

SOLID MESH GENERATION BEFORE ANALYSIS

_________________________________________________

PROGRAM WILL USE THE FOLLOWING FILES:

Input: C:\Documents and Settings\Laura\My Documents\Downloads\Attachments_2012_05_23 (1)\piesa.FEM

Output: C:\Documents and Settings\Laura\My Documents\Downloads\Attachments_2012_05_23 (1)\piesa.FEM

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COMMAND LINE:

C:\Program Files\Autodesk\Algor Simulation 2012\SOLIDX.exe -b=0 -o=1 -zw=2 C:\Documents and Settings\Laura\MyDocuments\Downloads\Attachments_2012_05_23 (1)\piesa -ds=1 -d=0 -u=13 -c=2 -t=1 -progress_pipe=4 -cancel_pipe=5 -za=-1 -zg=1:2 -m=1 -Td=1 -Tl=0.856266 -Tg=1.2 -Tq=100

TYPE OF OPERATION:

Meshing only surface defined by part 1

Generating bricks, wedges, pyramids and tetrahedra elements

Automatically minimizing aspect ratio of solid elements

FINAL STATISTICS:

Elements built (4,5,6,8 noded): 77 ( 0, 0, 0, 77 )Volume (4,5,6,8 noded %): 36.357350 ( 0.00, 0.00, 0.00, 100.00 )

Number of nodes: 211

Length ratios (avg) 0.0, 0.0, 0.0, 1.1

Length ratios (max) 0.0, 0.0, 0.0, 1.3

Aspect ratio: unconstrained ( 0.0, 0.0, 0.0, 1.0 )

Average aspect ratios: ( 0.0, 0.0, 0.0, 1.0 )

Number of restarts: 0

Elapsed time: 0 minutes 0 seconds

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Log file Length units used in the log file are modeling units: in

_________________________________________________

GENERATING SOLID MESH FOR ANOTHER PART

_________________________________________________

PROGRAM WILL USE THE FOLLOWING FILES:

Input: C:\Documents and Settings\Laura\My Documents\Downloads\Attachments_2012_05_23 (1)\piesa.FEM

Output: C:\Documents and Settings\Laura\My Documents\Downloads\Attachments_2012_05_23 (1)\piesa.FEM

COMMAND LINE:

C:\Program Files\Autodesk\Algor Simulation 2012\SOLIDX.exe -b=0 -o=1 -zw=2 C:\Documents and Settings\Laura\MyDocuments\Downloads\Attachments_2012_05_23 (1)\piesa -ds=1 -d=0 -u=13 -c=2 -t=1 -progress_pipe=4 -cancel_pipe=5 -za=1 -zg=1:2 -m=2 -Td=1 -Tl=0.548105 -Tg=1.2 -Tq=100

TYPE OF OPERATION:

Meshing only surface defined by part 2

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Generating bricks, wedges, pyramids and tetrahedra elements

Automatically minimizing aspect ratio of solid elements

FINAL STATISTICS:

Elements built (4,5,6,8 noded): 1498 ( 679, 277, 78, 464 )

Volume (4,5,6,8 noded %): 70.319755 ( 4.36, 5.64, 4.88, 85.14 )

Number of nodes: 1409

Length ratios (avg) 7.9, 3.9, 1.8, 1.4

Length ratios (max) 44.6, 16.2, 3.9, 3.9

Aspect ratio: unconstrained ( 2.9, 2.7, 1.2, 1.1 )

Average aspect ratios: ( 1.4, 1.3, 1.1, 1.0 )

Number of restarts: 0

Elapsed time: 0 minutes 8 seconds

PIESA_RPT

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