(. 5,6).
:
MPA UNITS SPECIFIED FOR INTERNAL
LENGTH = MILLIMETERS (mm)
MASS = TONNE (Mg)
TIME = SECONDS (sec)
TEMPERATURE = CELSIUS (C)
TOFFSET = 273.0
FORCE = NEWTON (N)
HEAT = MILLIJOULES (mJ)
INPUT UNITS ARE ALSO SET TO MPA
***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 15.0 *****
ANSYS Multiphysics
00928960 VERSION=WINDOWS x64 18:01:35 NOV 15, 2016 CP= 1.422
--Steady-State Thermal (B5)
***** ANSYS ANALYSIS DEFINITION (PREP7) *****
*********** Nodes for the whole assembly ***********
*********** Elements for Body 1 "Solid" ***********
*********** Send User Defined Coordinate System(s) ***********
*********** Send Materials ***********
*********** Create "Convection" ***********
*********** Create "Convection 2" ***********
*********** Create "Convection 3" ***********
*********** Create "Convection 4" ***********
*********** Create "Convection 5" ***********
*********** Create "Convection 6" ***********
*********** Create "Convection 7" ***********
*********** Create "Convection 8" ***********
*********** Create "Convection 9" ***********
*********** Create "Convection 10" ***********
*********** Create "Convection 11" ***********
*********** Create "Convection 12" ***********
*********** Create "Convection 13" ***********
*********** Create "Convection 14" ***********
*********** Create "Convection 15" ***********
*********** Create "Convection 16" ***********
*********** Create "Convection 17" ***********
*********** Create "Convection 18" ***********
*********** Create "Convection 19" ***********
*********** Create "Convection 20" ***********
*********** Create "Convection 21" ***********
***************** Define Uniform Initial temperature ***************
***** ROUTINE COMPLETED ***** CP = 3.656
--- Number of total nodes = 121698
--- Number of contact elements = 20916
--- Number of spring elements = 0
--- Number of bearing elements = 0
--- Number of solid elements = 74271
--- Number of total elements = 95187
*GET _WALLBSOL FROM ACTI ITEM=TIME WALL VALUE= 18.0266667
****************************************************************************
************************* SOLUTION ********************************
****************************************************************************
***** ANSYS SOLUTION ROUTINE *****
PERFORM A STATIC ANALYSIS
THIS WILL BE A NEW ANALYSIS
NEW SOLUTION CONTROL OPTION IS ACTIVATED,
THE FOLLOWING COMMANDS ARE RESET TO NEW DEFAULTS:
AUTOTS, DELTIM, NSUB, CNVTOL, LNSRCH, PRED, NROPT,
TINTP, CUTCONTROL, OPNCONTROL, MONITOR, NEQIT, SSTIF, KBC.
CONTACT TIME PREDICTIONS ARE BASED ON ELEMENT KEYOPT(7) SPECIFIED
CONTACT INFORMATION PRINTOUT LEVEL 1
DO NOT SAVE ANY RESTART FILES AT ALL
SUPPRESS THE FOLLOWING ITEMS FROM BEING WRITTEN TO THE RESULTS FILE:
CONT
******************* SOLVE FOR LS 1 ****************
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 2 TO 2 STEP 1
742 ELEMENTS (OF 95187 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
1551 NODES (OF 121698 DEFINED) SELECTED FROM
742 SELECTED ELEMENTS BY NSLE COMMAND.
GENERATE SURFACE LOAD CONV ON SURFACE DEFINED BY ALL SELECTED NODES
VALUES=_CONVVARI39_LOADVARI39
NUMBER OF CONV ELEMENT FACE LOADS STORED = 742
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 3 TO 3 STEP 1
1269 ELEMENTS (OF 95187 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET
2715 NODES (OF 121698 DEFINED) SELECTED FROM
1269 SELECTED ELEMENTS BY NSLE COMMAND.
GENERATE SURFACE LOAD CONV ON SURFACE DEFINED BY ALL SELECTED NODES
VALUES=_CONVVARI41_LOADVARI41
NUMBER OF CONV ELEMENT FACE LOADS STORED = 1269
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 4 TO 4 STEP 1
2134 ELEMENTS (OF 95187 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
4536 NODES (OF 121698 DEFINED) SELECTED FROM
2134 SELECTED ELEMENTS BY NSLE COMMAND.
GENERATE SURFACE LOAD CONV ON SURFACE DEFINED BY ALL SELECTED NODES
VALUES=_CONVVARI43_LOADVARI43
NUMBER OF CONV ELEMENT FACE LOADS STORED = 2134
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 5 TO 5 STEP 1
541 ELEMENTS (OF 95187 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
1321 NODES (OF 121698 DEFINED) SELECTED FROM
541 SELECTED ELEMENTS BY NSLE COMMAND.
GENERATE SURFACE LOAD CONV ON SURFACE DEFINED BY ALL SELECTED NODES
VALUES=_CONVVARI45_LOADVARI45
NUMBER OF CONV ELEMENT FACE LOADS STORED = 541
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 6 TO 6 STEP 1
297 ELEMENTS (OF 95187 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
777 NODES (OF 121698 DEFINED) SELECTED FROM
297 SELECTED ELEMENTS BY NSLE COMMAND.
GENERATE SURFACE LOAD CONV ON SURFACE DEFINED BY ALL SELECTED NODES
VALUES=_CONVVARI47_LOADVARI47
NUMBER OF CONV ELEMENT FACE LOADS STORED = 297
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 7 TO 7 STEP 1
806 ELEMENTS (OF 95187 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
1814 NODES (OF 121698 DEFINED) SELECTED FROM
806 SELECTED ELEMENTS BY NSLE COMMAND.
GENERATE SURFACE LOAD CONV ON SURFACE DEFINED BY ALL SELECTED NODES
VALUES=_CONVVARI48_LOADVARI48
NUMBER OF CONV ELEMENT FACE LOADS STORED = 806
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 8 TO 8 STEP 1
192 ELEMENTS (OF 95187 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
576 NODES (OF 121698 DEFINED) SELECTED FROM
192 SELECTED ELEMENTS BY NSLE COMMAND.
GENERATE SURFACE LOAD CONV ON SURFACE DEFINED BY ALL SELECTED NODES
VALUES=_CONVVARI51_LOADVARI51
NUMBER OF CONV ELEMENT FACE LOADS STORED = 192
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 9 TO 9 STEP 1
637 ELEMENTS (OF 95187 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
1547 NODES (OF 121698 DEFINED) SELECTED FROM
637 SELECTED ELEMENTS BY NSLE COMMAND.
GENERATE SURFACE LOAD CONV ON SURFACE DEFINED BY ALL SELECTED NODES
VALUES=_CONVVARI53_LOADVARI53
NUMBER OF CONV ELEMENT FACE LOADS STORED = 637
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 10 TO 10 STEP 1
768 ELEMENTS (OF 95187 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
1920 NODES (OF 121698 DEFINED) SELECTED FROM
768 SELECTED ELEMENTS BY NSLE COMMAND.
GENERATE SURFACE LOAD CONV ON SURFACE DEFINED BY ALL SELECTED NODES
VALUES=_CONVVARI55_LOADVARI55
NUMBER OF CONV ELEMENT FACE LOADS STORED = 768
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 11 TO 11 STEP 1
1256 ELEMENTS (OF 95187 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2916 NODES (OF 121698 DEFINED) SELECTED FROM
1256 SELECTED ELEMENTS BY NSLE COMMAND.
GENERATE SURFACE LOAD CONV ON SURFACE DEFINED BY ALL SELECTED NODES
VALUES=_CONVVARI57_LOADVARI57
NUMBER OF CONV ELEMENT FACE LOADS STORED = 1256
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 12 TO 12 STEP 1
768 ELEMENTS (OF 95187 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
1920 NODES (OF 121698 DEFINED) SELECTED FROM
768 SELECTED ELEMENTS BY NSLE COMMAND.
GENERATE SURFACE LOAD CONV ON SURFACE DEFINED BY ALL SELECTED NODES
VALUES=_CONVVARI59_LOADVARI59
NUMBER OF CONV ELEMENT FACE LOADS STORED = 768
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 13 TO 13 STEP 1
728 ELEMENTS (OF 95187 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
1820 NODES (OF 121698 DEFINED) SELECTED FROM
728 SELECTED ELEMENTS BY NSLE COMMAND.
GENERATE SURFACE LOAD CONV ON SURFACE DEFINED BY ALL SELECTED NODES
VALUES=_CONVVARI61_LOADVARI61
NUMBER OF CONV ELEMENT FACE LOADS STORED = 728
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 14 TO 14 STEP 1
768 ELEMENTS (OF 95187 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
1920 NODES (OF 121698 DEFINED) SELECTED FROM
768 SELECTED ELEMENTS BY NSLE COMMAND.
GENERATE SURFACE LOAD CONV ON SURFACE DEFINED BY ALL SELECTED NODES
VALUES=_CONVVARI63_LOADVARI63
NUMBER OF CONV ELEMENT FACE LOADS STORED = 768
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 15 TO 15 STEP 1
808 ELEMENTS (OF 95187 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2020 NODES (OF 121698 DEFINED) SELECTED FROM
808 SELECTED ELEMENTS BY NSLE COMMAND.
GENERATE SURFACE LOAD CONV ON SURFACE DEFINED BY ALL SELECTED NODES
VALUES=_CONVVARI65_LOADVARI65
NUMBER OF CONV ELEMENT FACE LOADS STORED = 808
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 16 TO 16 STEP 1
768 ELEMENTS (OF 95187 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
1920 NODES (OF 121698 DEFINED) SELECTED FROM
768 SELECTED ELEMENTS BY NSLE COMMAND.
GENERATE SURFACE LOAD CONV ON SURFACE DEFINED BY ALL SELECTED NODES
VALUES=_CONVVARI67_LOADVARI67
NUMBER OF CONV ELEMENT FACE LOADS STORED = 768
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 17 TO 17 STEP 1
637 ELEMENTS (OF 95187 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
1547 NODES (OF 121698 DEFINED) SELECTED FROM
637 SELECTED ELEMENTS BY NSLE COMMAND.
GENERATE SURFACE LOAD CONV ON SURFACE DEFINED BY ALL SELECTED NODES
VALUES=_CONVVARI69_LOADVARI69
NUMBER OF CONV ELEMENT FACE LOADS STORED = 637
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 18 TO 18 STEP 1
192 ELEMENTS (OF 95187 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
576 NODES (OF 121698 DEFINED) SELECTED FROM
192 SELECTED ELEMENTS BY NSLE COMMAND.
GENERATE SURFACE LOAD CONV ON SURFACE DEFINED BY ALL SELECTED NODES
VALUES=_CONVVARI71_LOADVARI71
NUMBER OF CONV ELEMENT FACE LOADS STORED = 192
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 19 TO 19 STEP 1
867 ELEMENTS (OF 95187 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
1941 NODES (OF 121698 DEFINED) SELECTED FROM
867 SELECTED ELEMENTS BY NSLE COMMAND.
GENERATE SURFACE LOAD CONV ON SURFACE DEFINED BY ALL SELECTED NODES
VALUES=_CONVVARI73_LOADVARI73
NUMBER OF CONV ELEMENT FACE LOADS STORED = 867
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 20 TO 20 STEP 1
960 ELEMENTS (OF 95187 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2134 NODES (OF 121698 DEFINED) SELECTED FROM
960 SELECTED ELEMENTS BY NSLE COMMAND.
GENERATE SURFACE LOAD CONV ON SURFACE DEFINED BY ALL SELECTED NODES
VALUES=_CONVVARI75_LOADVARI75
NUMBER OF CONV ELEMENT FACE LOADS STORED = 960
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 21 TO 21 STEP 1
1409 ELEMENTS (OF 95187 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
3011 NODES (OF 121698 DEFINED) SELECTED FROM
1409 SELECTED ELEMENTS BY NSLE COMMAND.
GENERATE SURFACE LOAD CONV ON SURFACE DEFINED BY ALL SELECTED NODES
VALUES=_CONVVARI77_LOADVARI77
NUMBER OF CONV ELEMENT FACE LOADS STORED = 1409
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 22 TO 22 STEP 1
4369 ELEMENTS (OF 95187 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
8888 NODES (OF 121698 DEFINED) SELECTED FROM
4369 SELECTED ELEMENTS BY NSLE COMMAND.
GENERATE SURFACE LOAD CONV ON SURFACE DEFINED BY ALL SELECTED NODES
VALUES=_CONVVARI79_LOADVARI79
NUMBER OF CONV ELEMENT FACE LOADS STORED = 4369
ALL SELECT FOR ITEM=NODE COMPONENT=
IN RANGE 1 TO 121698 STEP 1
121698 NODES (OF 121698 DEFINED) SELECTED BY NSEL COMMAND.
ALL SELECT FOR ITEM=ELEM COMPONENT=
IN RANGE 1 TO 95187 STEP 1
95187 ELEMENTS (OF 95187 DEFINED) SELECTED BY ESEL COMMAND.
USE AUTOMATIC TIME STEPPING THIS LOAD STEP
USE 1 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM
FOR AUTOMATIC TIME STEPPING:
USE 10 SUBSTEPS AS A MAXIMUM
USE 1 SUBSTEPS AS A MINIMUM
TIME= 1.0000
ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE.
WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE
FOR ALL APPLICABLE ENTITIES
WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE FFLU ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
PRINTOUT RESUMED BY /GOP
WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC
CONVERGENCE ON HEAT BASED ON THE NORM OF THE N-R LOAD
WITH A TOLERANCE OF 0.1000E-02 AND A MINIMUM REFERENCE VALUE OF 0.1000E-02
USING THE L2 NORM (CHECK THE SRSS VALUE)
*GET ANSINTER_ FROM ACTI ITEM=INT VALUE= 0.00000000
*IF ANSINTER_ (= 0.00000) NE
0 (= 0.00000) THEN
*ENDIF
***** ANSYS SOLVE COMMAND *****
*** WARNING *** CP = 7.766 TIME= 18:01:38
Element shape checking is currently inactive. Issue SHPP,ON or
SHPP,WARN to reactivate, if desired.
*** NOTE *** CP = 8.188 TIME= 18:01:39
S O L U T I O N O P T I O N S
PROBLEM DIMENSIONALITY.............3-D
DEGREES OF FREEDOM...... TEMP
ANALYSIS TYPE.................STATIC (STEADY-STATE)
OFFSET TEMPERATURE FROM ABSOLUTE ZERO..... 273.15
NEWTON-RAPHSON OPTION.............PROGRAM CHOSEN
GLOBALLY ASSEMBLED MATRIX...........SYMMETRIC
*** WARNING *** CP = 8.469 TIME= 18:01:39
Material number 2 (used by element 74272) should normally have at
least one MP or one TB type command associated with it. Output of
energy by material may not be available.
*** NOTE *** CP = 9.266 TIME= 18:01:39
The step data was checked and warning messages were found.
Please review output or errors file (
C:\Users\1\Desktop\\ ANSIS\1
\_ProjectScratch\ScrCFC0\file.err) for these warning messages.
*** NOTE *** CP = 9.266 TIME= 18:01:39
This nonlinear analysis defaults to using the full Newton-Raphson
solution procedure. This can be modified using the NROPT command.
*** NOTE *** CP = 9.266 TIME= 18:01:39
The conditions for direct assembly have been met. No.emat or.erot
files will be produced.
L O A D S T E P O P T I O N S
LOAD STEP NUMBER................ 1
TIME AT END OF THE LOAD STEP.......... 1.0000
AUTOMATIC TIME STEPPING............ ON
INITIAL NUMBER OF SUBSTEPS......... 1
MAXIMUM NUMBER OF SUBSTEPS......... 10
MINIMUM NUMBER OF SUBSTEPS......... 1
MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS.... 15
STEP CHANGE BOUNDARY CONDITIONS........ NO
TERMINATE ANALYSIS IF NOT CONVERGED......YES (EXIT)
CONVERGENCE CONTROLS
LABEL REFERENCE TOLERANCE NORM MINREF
HEAT 0.000 0.1000E-02 2 0.1000E-02
PRINT OUTPUT CONTROLS.............NO PRINTOUT
DATABASE OUTPUT CONTROLS
ITEM FREQUENCY COMPONENT
ALL NONE
NSOL ALL
RSOL ALL
FFLU ALL
MISC ALL _ELMISC
SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr **** CENTER OF MASS, MASS, AND MASS MOMENTS OF INERTIA ****
CALCULATIONS ASSUME ELEMENT MASS AT ELEMENT CENTROID
TOTAL MASS = 0.44288E-03
MOM. OF INERTIA MOM. OF INERTIA
CENTER OF MASS ABOUT ORIGIN ABOUT CENTER OF MASS
XC = 0.14470E-04 IXX = 1.151 IXX = 0.3780
YC = 41.772 IYY = 0.4314 IYY = 0.4314
ZC = -0.33435E-05 IZZ = 1.114 IZZ = 0.3417
IXY = 0.4455E-06 IXY = 0.7132E-06
IYZ = -0.4625E-06 IYZ = -0.5243E-06
IZX = 0.2626E-06 IZX = 0.2626E-06
*** MASS SUMMARY BY ELEMENT TYPE ***
TYPE MASS
1 0.442880E-03
Range of element maximum matrix coefficients in global coordinates
Maximum = 1862.4653 at element 533.
Minimum = 1.111851537E-06 at element 80508.
*** WARNING *** CP = 15.391 TIME= 18:01:43
Coefficient ratio exceeds 1.0e8 - Check results.
*** ELEMENT MATRIX FORMULATION TIMES
TYPE NUMBER ENAME TOTAL CP AVE CP
1 74271 SOLID87 5.297 0.000071
2 742 SURF152 0.062 0.000084
3 1269 SURF152 0.031 0.000025
4 2134 SURF152 0.156 0.000073
5 541 SURF152 0.062 0.000116
6 297 SURF152 0.000 0.000000
7 806 SURF152 0.047 0.000058
8 192 SURF152 0.000 0.000000
9 637 SURF152 0.031 0.000049
10 768 SURF152 0.125 0.000163
11 1256 SURF152 0.031 0.000025
12 768 SURF152 0.016 0.000020
13 728 SURF152 0.000 0.000000
14 768 SURF152 0.047 0.000061
15 808 SURF152 0.031 0.000039
16 768 SURF152 0.000 0.000000
17 637 SURF152 0.031 0.000049
18 192 SURF152 0.031 0.000163
19 867 SURF152 0.062 0.000072
20 960 SURF152 0.141 0.000146
21 1409 SURF152 0.141 0.000100
22 4369 SURF152 0.406 0.000093
Time at end of element matrix formulation CP = 15.390625.
HT FLOW CONVERGENCE VALUE= 0.1405E+06 CRITERION= 160.1
SPARSE MATRIX DIRECT SOLVER.
Number of equations = 121698, Maximum wavefront = 129
Memory allocated for solver = 406.259 MB
Memory required for in-core = 287.120 MB
Optimal memory required for out-of-core = 49.212 MB
Minimum memory required for out-of-core = 31.945 MB
*** NOTE *** CP = 20.297 TIME= 18:01:48
The Sparse Matrix solver is currently running in the in-core memory
mode. This memory mode uses the most amount of memory in order to
avoid using the hard drive as much as possible, which most often
results in the fastest solution time. This mode is recommended if
enough physical memory is present to accommodate all of the solver
data.
Sparse solver maximum pivot= 3494.71424 at node 58598 TEMP.
Sparse solver minimum pivot= 74.5643367 at node 15860 TEMP.
Sparse solver minimum pivot in absolute value= 74.5643367 at node 15860
TEMP.
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 183.9
*** NOTE *** CP = 24.734 TIME= 18:01:50
The initial memory allocation (-m) has been exceeded.
Supplemental memory allocations are being used.
HT FLOW CONVERGENCE VALUE= 2572. CRITERION= 160.1
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 3.096
HT FLOW CONVERGENCE VALUE= 16.60 CRITERION= 160.1 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2
*** ELEMENT RESULT CALCULATION TIMES
TYPE NUMBER ENAME TOTAL CP AVE CP
1 74271 SOLID87 2.469 0.000033
2 742 SURF152 0.031 0.000042
3 1269 SURF152 0.125 0.000099
4 2134 SURF152 0.094 0.000044
5 541 SURF152 0.062 0.000116
6 297 SURF152 0.031 0.000105
7 806 SURF152 0.000 0.000000
8 192 SURF152 0.062 0.000326
9 637 SURF152 0.000 0.000000
10 768 SURF152 0.062 0.000081
11 1256 SURF152 0.156 0.000124
12 768 SURF152 0.000 0.000000
13 728 SURF152 0.031 0.000043
14 768 SURF152 0.031 0.000041
15 808 SURF152 0.125 0.000155
16 768 SURF152 0.062 0.000081
17 637 SURF152 0.000 0.000000
18 192 SURF152 0.031 0.000163
19 867 SURF152 0.031 0.000036
20 960 SURF152 0.156 0.000163
21 1409 SURF152 0.031 0.000022
22 4369 SURF152 0.312 0.000072
*** NODAL LOAD CALCULATION TIMES
TYPE NUMBER ENAME TOTAL CP AVE CP
1 74271 SOLID87 0.500 0.000007
2 742 SURF152 0.000 0.000000
3 1269 SURF152 0.062 0.000049
4 2134 SURF152 0.000 0.000000
5 541 SURF152 0.000 0.000000
6 297 SURF152 0.000 0.000000
7 806 SURF152 0.000 0.000000
8 192 SURF152 0.000 0.000000
9 637 SURF152 0.000 0.000000
10 768 SURF152 0.000 0.000000
11 1256 SURF152 0.000 0.000000
12 768 SURF152 0.031 0.000041
13 728 SURF152 0.000 0.000000
14 768 SURF152 0.000 0.000000
15 808 SURF152 0.031 0.000039
16 768 SURF152 0.000 0.000000
17 637 SURF152 0.062 0.000098
18 192 SURF152 0.000 0.000000
19 867 SURF152 0.031 0.000036
20 960 SURF152 0.000 0.000000
21 1409 SURF152 0.000 0.000000
22 4369 SURF152 0.031 0.000007
*** LOAD STEP 1 SUBSTEP 1 COMPLETED. CUM ITER = 2
*** TIME = 1.00000 TIME INC = 1.00000
*** ANSYS BINARY FILE STATISTICS
BUFFER SIZE USED= 16384
6.688 MB WRITTEN ON ELEMENT SAVED DATA FILE: file.esav
34.375 MB WRITTEN ON ASSEMBLED MATRIX FILE: file.full
54.188 MB WRITTEN ON RESULTS FILE: file.rth
*************** Write FE CONNECTORS *********
WRITE OUT CONSTRAINT EQUATIONS TO FILE= file.ce
*************** FINISHED SOLVE FOR LS 1 *************
PARAMETER _DS_PROGRESS DELETED.
*GET _WALLASOL FROM ACTI ITEM=TIME WALL VALUE= 18.0330556
FINISH SOLUTION PROCESSING
***** ROUTINE COMPLETED ***** CP = 40.562
***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 15.0 *****
ANSYS Multiphysics
00928960 VERSION=WINDOWS x64 18:01:59 NOV 15, 2016 CP= 40.578
--Steady-State Thermal (B5)
***** ANSYS RESULTS INTERPRETATION (POST1) *****
*** NOTE *** CP = 40.594 TIME= 18:01:59
Reading results into the database (SET command) will update the current
displacement and force boundary conditions in the database with the
values from the results file for that load set. Note that any
subsequent solutions will use these values unless action is taken to
either SAVE the current values or not overwrite them (/EXIT,NOSAVE).
Set Encoding of XML File to:ISO-8859-1
Set Output of XML File to:
PARM,,,,,,,,,,,
DATABASE WRITTEN ON FILE parm.xml
EXIT THE ANSYS POST1 DATABASE PROCESSOR
***** ROUTINE COMPLETED ***** CP = 40.609
PRINTOUT RESUMED BY /GOP
*GET _WALLDONE FROM ACTI ITEM=TIME WALL VALUE= 18.0330556
PARAMETER _PREPTIME = 1.000000000
PARAMETER _SOLVTIME = 23.00000000
PARAMETER _POSTTIME = 0.000000000
PARAMETER _TOTALTIM = 24.00000000
EXIT ANSYS WITHOUT SAVING DATABASE
NUMBER OF WARNING MESSAGES ENCOUNTERED= 3
NUMBER OF ERROR MESSAGES ENCOUNTERED= 0
+--------------------- A N S Y S S T A T I S T I C S ------------------------+
Release: 15.0 Build: UP20131014 Platform: WINDOWS x64
Date Run: 11/15/2016 Time: 18:01
Windows Process ID: 3252
Processor Model: Intel(R) Core(TM) i3-2310M CPU @ 2.10GHz
Compiler: Intel(R) FORTRAN Compiler Version 12.1.0 (Build: 20120928)
Microsoft(R) Visual C/C++ Compiler Version 16.0 (Build: 40219)
Intel(R) Math Kernel Library Version 11.0.5 Product Build 20130612
Total number of cores available: 4
Number of physical cores available: 2
Number of cores requested: 2 (Shared Memory Parallel)
GPU Acceleration: Not Requested
Job Name: file
Working Directory: C:\Users\1\Desktop\\ ANSIS\1 \_ProjectScratch\ScrCFC0
Total CPU time for main thread: 24.1 seconds
Total CPU time summed for all threads: 40.6 seconds
Elapsed time spent pre-processing model (/PREP7): 1.5 seconds
Elapsed time spent solution - preprocessing: 2.1 seconds
Elapsed time spent computing solution: 17.9 seconds
Elapsed time spent solution - postprocessing: 0.0 seconds
Elapsed time spent post-processing model (/POST1): 0.1 seconds
Equation solver computational rate: 9204.1 Mflops
Equation solver effective I/O rate: 5624.5 MB/sec
Maximum total memory used: 643.0 MB
Maximum total memory allocated: 1344.0 MB
Maximum total memory available: 3 GB
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