📄 _ansys_batch_
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TOTAL NUMBER OF ENTITIES = 228
REPORT COMPLETE
DEFINE VOLUME BY LIST OF AREAS
FROM IGES NON-DEFEATURED IMPORT AREAS
VOLUME NUMBER = 1
***** ROUTINE COMPLETED ***** CP = 1.162
1
***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 7.0 *****
ANSYS Mechanical U
00254413 VERSION=INTEL NT 20:20:40 APR 25, 2003 CP= 1.162
***** ANSYS ANALYSIS DEFINITION (PREP7) *****
ELEMENT TYPE 1 IS SOLID92 3-D 10-NODE TET STRUC. SOLID
KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0
CURRENT NODAL DOF SET IS UX UY UZ
THREE-DIMENSIONAL MODEL
TEMPERATURE TABLE ERASED.
*** PROPERTY TEMPERATURE TABLE NUM. TEMPS= 1 ***
SLOC= 1 0.000000
PROPERTY TABLE EX MAT= 1 NUM. POINTS= 1
SLOC= 1 0.3000000E+08
PROPERTY TABLE PRXY MAT= 1 NUM. POINTS= 1
SLOC= 1 0.2000000
PERFORM A STATIC ANALYSIS
THIS WILL BE A NEW ANALYSIS
CONSTRAINT AT ALL PICKED AREAS
LOAD LABEL = SYMM
CONSTRAINT AT ALL PICKED LINES
LOAD LABELS = UY
VALUES = 0.0000 0.0000
SURFACE LOAD ON ALL PICKED AREAS
LOAD KEY =1 LOAD LABEL = PRES
VALUES = 5000.0 0.0000
SURFACE LOAD ON ALL PICKED AREAS
LOAD KEY =1 LOAD LABEL = PRES
VALUES = 1000.0 0.0000
RESET SMART SIZING PARAMETERS
SIZE LEVEL = 6
SMART SIZING SCALE FACTOR = 1.0000
AREA INTERNAL EXPANSION FACTOR = 1.0000
AREA INTERNAL TRANSITION CONTROL FACTOR = 2.0000
SPANNED ANGLE PER ELEMENT (LOW ORDER ELEMENTS) = 22
SPANNED ANGLE PER ELEMENT (HIGH ORDER ELEMENTS) = 30
GROWTH RATIO FOR PROXIMITY CHECK = 1.5000
MAXIMUM NUMBER OF ITERATIONS = 4
SURFACE PROXIMITY REFINEMENT IS OFF
SMALL HOLE COARSENING IS ON
PRODUCE ALL TETRAHEDRAL ELEMENTS IN 3D.
USE THE FREE MESHER.
DEFINITION OF COMPONENT = _Y ENTITY=VOLU
SELECT FOR ITEM=VOLU COMPONENT=
IN RANGE 1 TO 1 STEP 1
1 VOLUMES (OF 1 DEFINED) SELECTED BY VSEL COMMAND.
DEFINITION OF COMPONENT = _Y1 ENTITY=VOLU
SELECT COMPONENT _Y
GENERATE NODES AND ELEMENTS IN ALL PICKED VOLUMES
*** NOTE *** CP= 1.662 TIME= 20:20:42
16 small curved lines encountered in SmartSizing. Elem sizes on these
lines have been coarsened. If mesh is too coarse, override with
LESIZE or turn off Small Hole Coarsening in SmartSize Adv Opts menu.
Note: Only first 10 small curved lines are listed.
Element size on small curved line 5 coarsened
Element size on small curved line 6 coarsened
Element size on small curved line 7 coarsened
Element size on small curved line 8 coarsened
Element size on small curved line 9 coarsened
Element size on small curved line 10 coarsened
Element size on small curved line 11 coarsened
Element size on small curved line 12 coarsened
Element size on small curved line 22 coarsened
Element size on small curved line 23 coarsened
etc...
*** NOTE *** CP= 2.894 TIME= 20:20:44
The initial memory allocation (-m) has been exceeded.
Supplemental memory allocations are being used.
NUMBER OF VOLUMES MESHED = 1
MAXIMUM NODE NUMBER = 11264
MAXIMUM ELEMENT NUMBER = 6538
DELETE COMPONENT _Y
DELETE COMPONENT _Y1
DELETE COMPONENT _Y2
***** ROUTINE COMPLETED ***** CP = 3.715
***** ANSYS SOLUTION ROUTINE *****
***** ANSYS SOLVE COMMAND *****
TRANSFER SOLID MODEL BOUNDARY CONDITIONS TO FINITE ELEMENT MODEL
SYMM/ASYM CONSTRAINTS FROM AREAS = 1360
CONSTRAINTS TRANSFERRED FROM LINES = 110
SURFACE LOADS TRANSFERRED FROM AREAS = 159
*** NOTE *** CP= 3.966 TIME= 20:20:47
There is no title defined for this analysis.
1
***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 7.0 *****
ANSYS Mechanical U
00254413 VERSION=INTEL NT 20:20:47 APR 25, 2003 CP= 4.086
S O L U T I O N O P T I O N S
PROBLEM DIMENSIONALITY. . . . . . . . . . . . .3-D
DEGREES OF FREEDOM. . . . . . UX UY UZ
ANALYSIS TYPE . . . . . . . . . . . . . . . . .STATIC (STEADY-STATE)
*** NOTE *** CP= 4.116 TIME= 20:20:47
Present time 0 is less than or equal to the previous time.
Time will default to 1.
*** NOTE *** CP= 4.136 TIME= 20:20:47
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
NUMBER OF SUBSTEPS. . . . . . . . . . . . . . . 1
STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO
PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT
DATABASE OUTPUT CONTROLS. . . . . . . . . . . .ALL DATA WRITTEN
FOR THE LAST SUBSTEP
NONLINEAR MONITORING INFO IS WRITTEN TO FILE= ansys_brace.mntr
Range of element maximum matrix coefficients in global coordinates
Maximum= 26846483.4 at element 4964.
Minimum= 1676961.49 at element 4468.
*** ELEMENT MATRIX FORMULATION TIMES
TYPE NUMBER ENAME TOTAL CP AVE CP
1 6538 SOLID92 0.951 0.000146
Time at end of element matrix formulation CP= 5.66815042.
SPARSE MATRIX DIRECT SOLVER.
Number of equations = 32400, Maximum wavefront = 239
Memory available for solver = 113.69 MB
Memory required for in-core = 103.35 MB
Optimal memory required for out-of-core = 25.88 MB
Minimum memory required for out-of-core = 21.69 MB
*** ELEMENT RESULT CALCULATION TIMES
TYPE NUMBER ENAME TOTAL CP AVE CP
1 6538 SOLID92 0.401 0.000061
*** NODAL LOAD CALCULATION TIMES
TYPE NUMBER ENAME TOTAL CP AVE CP
1 6538 SOLID92 0.160 0.000025
*** LOAD STEP 1 SUBSTEP 1 COMPLETED. CUM ITER = 1
*** TIME = 1.00000 TIME INC = 1.00000 NEW TRIANG MATRIX
*** ANSYS BINARY FILE STATISTICS
BUFFER SIZE USED= 16384
14.938 MB WRITTEN ON ASSEMBLED MATRIX FILE: ansys_brace.full
9.875 MB WRITTEN ON RESULTS FILE: ansys_brace.rst
FINISH SOLUTION PROCESSING
***** ROUTINE COMPLETED ***** CP = 15.312
1
***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 7.0 *****
ANSYS Mechanical U
00254413 VERSION=INTEL NT 20:21:18 APR 25, 2003 CP= 15.312
***** ANSYS RESULTS INTERPRETATION (POST1) *****
*** NOTE *** CP= 15.312 TIME= 20:21:19
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).
USE LAST SUBSTEP ON RESULT FILE FOR LOAD CASE 0
SET COMMAND GOT LOAD STEP= 1 SUBSTEP= 1 CUMULATIVE ITERATION= 1
TIME/FREQUENCY= 1.0000
TITLE=
CALCULATE NODAL PRINCIPAL VALUES FROM ELEMENT COMPONENT
VALUES AVERAGED AT EACH NODE
USE 0.0000 AS THE EFFECTIVE POISSON'S RATIO FOR EQUIVALENT STRAIN
CALCULATIONS
SORT ON ITEM=S COMPONENT=EQV ORDER= 0 KABS= 0 NMAX= 11264
SORT COMPLETED FOR 1748 VALUES.
*GET SEQMAX FROM SORT ITEM=MAX VALUE= 17935.8167
CALCULATE NODAL PRINCIPAL VALUES FROM ELEMENT COMPONENT
VALUES AVERAGED AT EACH NODE
USE 0.0000 AS THE EFFECTIVE POISSON'S RATIO FOR EQUIVALENT STRAIN
CALCULATIONS
STORE VOLU FROM ITEM=VOLU FOR ALL SELECTED ELEMENTS
SUM ALL THE ACTIVE ENTRIES IN THE ELEMENT TABLE
TABLE LABEL TOTAL
VOLU 21.5460
*GET VOLUME FROM SSUM ITEM=ITEM VOLU VALUE= 21.5460304
***** END OF INPUT ENCOUNTERED *****
NUMBER OF WARNING MESSAGES ENCOUNTERED= 0
NUMBER OF ERROR MESSAGES ENCOUNTERED= 0
***** PROBLEM TERMINATED BY INDICATED ERROR(S) OR BY END OF INPUT DATA *****
*---------------------------------------------------------------------------*
| |
| ANSYS RUN COMPLETED |
| |
|---------------------------------------------------------------------------|
| |
| Release 7.0 UP20021010 INTEL NT |
| |
|---------------------------------------------------------------------------|
| |
| Maximum Scratch Memory Used = 36963604 Words 141.005 MB |
| |
|---------------------------------------------------------------------------|
| |
| CP Time (sec) = 15.813 Time = 20:21:24 |
| Elapsed Time (sec) = 55.000 Date = 04/25/2003 |
| |
*---------------------------------------------------------------------------*
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