📄 output.txt
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NAME OF AUTHOR : Author
ORGANIZATION OF AUTHOR : Title
IGES VERSION : 11
DRAFTING CODE : NONE
READING DIRECTORY DATA
READING PARAMETER DATA
END-OF-FILE ON FILE D:\beam\Beam.igs
TRANSFERRING ENTITIES TO THE ANSYS DATABASE
MERGE COINCIDENT KEYPOINTS WITHIN TOLERANCE OF 0.10000E-03
TRANSFER COMPLETE
IGES-TO-ANSYS TRANSFER REPORT
TYPE FORM ENTITY DESCRIPTION NUMBER STATUS
---- ---- ------------------ ------ ------
102 0 COMPOSITE CURVES 28 TRANSFERRED
126 0 RATIONAL B-SPLINE CURVE 144 TRANSFERRED
128 0 RATIONAL B-SPLINE SURFACE 14 TRANSFERRED
142 0 CURVE ON PARAMETRIC SURFACE 14 TRANSFERRED
144 0 TRIMMED PARAMETRIC SURFACE 14 TRANSFERRED
314 0 COLOR DEFINITION 28 UNSUPPORTED
------
TOTAL NUMBER OF ENTITIES = 242
REPORT COMPLETE
DEFINE VOLUME BY LIST OF AREAS
FROM IGES NON-DEFEATURED IMPORT AREAS
VOLUME NUMBER = 1
***** ROUTINE COMPLETED ***** CP = 0.500
1
***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 8.0 *****
ANSYS Mechanical U
00265231 VERSION=INTEL NT 13:54:34 OCT 09, 2004 CP= 0.500
***** ANSYS ANALYSIS DEFINITION (PREP7) *****
ELEMENT TYPE 1 IS SOLID45 3-D STRUCTURAL 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 0.2000000E+10
PROPERTY TABLE PRXY MAT= 1 NUM. POINTS= 1
SLOC= 1 0.3000000
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
SWEEPING VOLUME 1 FROM AREA 27 TO AREA 28
VOLUME 1 MESHED WITH 1725 HEXAHEDRA AND 0 WEDGES
Volume Sweeping Complete
The Following Volumes Were Successfully Swept
1
MAXIMUM NODE NUMBER = 2432
MAXIMUM ELEMENT NUMBER = 1725
DELETE COMPONENT _Y
DELETE COMPONENT _Y1
DELETE COMPONENT _Y2
***** ROUTINE COMPLETED ***** CP = 0.797
***** ANSYS SOLUTION ROUTINE *****
CONSTRAINT AT ALL PICKED AREAS
LOAD LABELS = UX UY UZ
VALUES = 0.0000 0.0000
SURFACE LOAD ON ALL PICKED AREAS
LOAD KEY =1 LOAD LABEL = PRES
VALUES = 0.10000E+06 0.0000
***** ANSYS SOLVE COMMAND *****
TRANSFER SOLID MODEL BOUNDARY CONDITIONS TO FINITE ELEMENT MODEL
CONSTRAINTS TRANSFERRED FROM AREAS = 456
SURFACE LOADS TRANSFERRED FROM AREAS = 225
*** NOTE *** CP= 0.812 TIME= 13:54:34
There is no title defined for this analysis.
1
***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 8.0 *****
ANSYS Mechanical U
00265231 VERSION=INTEL NT 13:54:34 OCT 09, 2004 CP= 0.844
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= 0.844 TIME= 13:54:34
Present time 0 is less than or equal to the previous time.
Time will default to 1.
*** NOTE *** CP= 0.844 TIME= 13:54:34
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
SOLUTION MONITORING INFO IS WRITTEN TO FILE= beam.mntr
Range of element maximum matrix coefficients in global coordinates
Maximum= 743198188 at element 901.
Minimum= 195502759 at element 1384.
*** ELEMENT MATRIX FORMULATION TIMES
TYPE NUMBER ENAME TOTAL CP AVE CP
1 1725 SOLID45 0.312 0.000181
Time at end of element matrix formulation CP= 1.34375.
SPARSE MATRIX DIRECT SOLVER.
Number of equations = 6840, Maximum wavefront = 65
Memory available for solver = 55.02 MB
Memory required for in-core = 16.87 MB
Optimal memory required for out-of-core = 4.98 MB
Minimum memory required for out-of-core = 4.03 MB
*** ELEMENT RESULT CALCULATION TIMES
TYPE NUMBER ENAME TOTAL CP AVE CP
1 1725 SOLID45 0.219 0.000127
*** NODAL LOAD CALCULATION TIMES
TYPE NUMBER ENAME TOTAL CP AVE CP
1 1725 SOLID45 0.031 0.000018
*** 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
6.000 MB WRITTEN ON ELEMENT SAVED DATA FILE: beam.esav
2.438 MB WRITTEN ON ASSEMBLED MATRIX FILE: beam.full
3.750 MB WRITTEN ON RESULTS FILE: beam.rst
FINISH SOLUTION PROCESSING
***** ROUTINE COMPLETED ***** CP = 2.828
1
***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 8.0 *****
ANSYS Mechanical U
00265231 VERSION=INTEL NT 13:54:36 OCT 09, 2004 CP= 2.828
***** ANSYS RESULTS INTERPRETATION (POST1) *****
*** NOTE *** CP= 2.828 TIME= 13:54:36
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= 2432
SORT COMPLETED FOR 2432 VALUES.
*GET SEQMAX FROM SORT ITEM=MAX VALUE= 4844318.36
EXIT THE ANSYS POST1 DATABASE PROCESSOR
***** ROUTINE COMPLETED ***** CP = 2.953
SAVE ALL MODEL, SOLUTION AND POST DATA
ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= beam.db
FOR POSSIBLE RESUME FROM THIS POINT
NUMBER OF WARNING MESSAGES ENCOUNTERED= 0
NUMBER OF ERROR MESSAGES ENCOUNTERED= 0
*---------------------------------------------------------------------------*
| |
| ANSYS RUN COMPLETED |
| |
|---------------------------------------------------------------------------|
| |
| Release 8.0 UP20030930 INTEL NT |
| |
|---------------------------------------------------------------------------|
| |
| Maximum Scratch Memory Used = 67055388 Words 255.796 MB |
| |
|---------------------------------------------------------------------------|
| |
| CP Time (sec) = 3.062 Time = 13:54:37 |
| Elapsed Time (sec) = 6.000 Date = 10/09/2004 |
| |
*---------------------------------------------------------------------------*
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