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** **
** **
** A FINITE ELEMENT PROGRAM FOR **
** AUTOMATIC DYNAMIC INCREMENTAL NONLINEAR ANALYSIS **
** -- S T R U C T U R E S -- **
** **
** **
** AAAAAAAAAA DDDDDDDDD IIIIIIIIIIII NN NN AAAAAAAAAA **
** AAAAAAAAAAAA DDDDDDDDDD IIIIIIIIIIII NNN NN AAAAAAAAAAAA **
** AA AA DD DD II NNNN NN AA AA **
** AA AA DD DD II NN NN NN AA AA **
** AA AA DD DD II NN NN NN AA AA **
** AAAAAAAAAAAA DD DD II NN NN NN AAAAAAAAAAAA **
** AAAAAAAAAAAA DD DD II NN NN NN AAAAAAAAAAAA **
** AA AA DD DD II NN NN NN AA AA **
** AA AA DD DD II NN NNNN AA AA **
** AA AA DD DD II NN NNN AA AA **
** AA AA DDDDDDDDDD IIIIIIIIIIII NN NN AA AA **
** AA AA DDDDDDDDD IIIIIIIIIIII NN N AA AA **
** **
** **
** VERSION - 8.7.1 (build 09.27.2010) **
** **
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THIS PROGRAM IS IN ITS ENTIRETY PROPRIETARY TO, AND IS SUPPORTED AND MAINTAINED BY
ADINA R&D, Inc.
71 Elton Avenue Tel (617) 926-5199
Watertown, MA 02472, U.S.A. Fax (617) 926-0238
USAGE OF THIS PROGRAM AND THE PROGRAM DOCUMENTATION IS
SUBJECT TO THE CONDITIONS IN THE ADINA LICENSE AGREEMENT
COPYRIGHT ADINA R&D,INC., 1987,1990,1992,1994,1999,2000
2001,2002,2003,2004,2005,2006
2007,2008,2009,2010
ADINA IS A REGISTERED TRADEMARK OF K.J. BATHE.
*** ADINA R&D INC. ***
MAKES NO WARRANTY WHATSOEVER, EXPRESSED OR IMPLIED THAT
THE PROGRAM AND ITS DOCUMENTATION ARE FREE FROM ERRORS
AND DEFECTS. IN NO EVENT SHALL ADINA R&D BECOME LIABLE
TO THE USER OR ANY PARTY FOR ANY LOSS, INCLUDING BUT NOT
LIMITED TO, LOSS OF TIME, MONEY OR GOODWILL, WHICH MAY
ARISE FROM THE USE OF THE PROGRAM AND ITS DOCUMENTATION.
COMPUTER VERSION: WINDOWS 98/ME/NT/2000/XP
RESTRICTED RIGHTS LEGEND
USE, DUPLICATION, OR DISCLOSURE OF THE ADINA SYSTEM BY THE
U.S. GOVERNMENT IS SUBJECT TO RESTRICTIONS AS SET FORTH IN
SUBPARAGRAPH (C)(1)(II) OF THE RIGHTS IN TECHNICAL DATA
AND COMPUTER SOFTWARE CLAUSE AT DFARS 252.227-7013.
Initial ADINA memory allocation - 1718.0 mb (or 429.5 mw)
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* *
* THIS IS A LINEAR STATIC SOLUTION *
* *
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1PROGRAM ADINA - VERSION 8.7.1 (build 09.27.2010) *** NO HEADING DEFINED ***
S O L U T I O N B Y S P A R S E S O L V E R
TOTAL SYSTEM DATA
NUMBER OF EQUATIONS . . . . . . . . . . . . .(NEQ) = 2480
NUMBER OF NON-ZERO MATRIX TERMS. . . . . . . (NZC) = 38871
MEMORY AVAILABLE FOR STORAGE (in words). .(MSTORE) = 404496500
NUMBER OF PROCESSORS USED. . . . . . . . . (NPROC) = 1
M E M O R Y R E Q U I R E M E N T (in words)
AVAILABLE MEMORY FOR THE ADINA PROGRAM (MSTORE) = 404496500
ESTIMATED MEMORY FOR IN-CORE STORAGE .......(IOPTIM=3)= 281989
ESTIMATED MEMORY FOR OUT-OF-CORE STORAGE....(IOPTIM=2)= 281177
NOTE: WHEN SPARSE SOLVER IS USED - ADDITIONAL MEMORY
IS REQUIRED - PLEASE SEE BELOW INFORMATION
RELATED TO SPARSE SOLVERS.
MAXIMUM REQUESTED (TEMPORARY) MEMORY (in words)...... = 281989
IN-CORE STORAGE FLAG . . . . . . . . . . . (IOPTIM) = 3
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Available total memory . . . . . . . . . . . . . 1618.0 mb
Memory used for storage of model data. . . . . . 1.4 mb
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* *
* <<<<< SPARSE SOLVER INFORMATION >>>>> *
* *
* NUMBER OF NON-ZERO TERMS IN FACTORIZED MATRIX......= 105853 *
* MEMORY USED BY THE SOLVER (in words)...............= 298276 *
* TOTAL MEMORY USED BY THE PROGRAM (in words)........= 652225 *
* << IN-CORE SOLUTION >> *
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Memory used by the in-core sparse solver. . : 1.2 mb
Total memory used by the program. . . . . . : 2.6 mb
DIAG ELEMENT (WITH MAX ABS VALUE) OF THE FACTORIZED MATRIX = 0.21815E+09 NODE = 1001 DOF = Y-TRANSLATION
DIAG ELEMENT (WITH MIN ABS VALUE) OF THE FACTORIZED MATRIX = 0.12921E+08 NODE = 336 DOF = Y-TRANSLATION
Mapping Interface Error, Icode= 1033
*** ERROR NO. A1806 ***
Mapping Interface error, please contact ADINA R&D, Inc.
1PROGRAM ADINA - VERSION 8.7.1 (build 09.27.2010) *** NO HEADING DEFINED ***
S O L U T I O N T I M E L O G (IN SEC)
FOR PROBLEM
*** NO HEADING DEFINED ***
INPUT PHASE . . . . . . . . . . . . . . . . . . 0.06
SUBSTRUCTURES INPUT PHASE. . . . . . . . . . . . 0.00
INITIALIZATIONS. . . . . . . . . . . . . . . . . 0.00
ASSEMBLAGE OF LINEAR STIFFNESS,EFFECTIVE STIFF-
NESS,MASS MATRICES AND LOAD VECTORS . . . . . . 0.02
FREQUENCY (OR BUCKLING) ANALYSIS . . . . . . . . 0.00
INITIAL CALCULATIONS FOR MODE SUPERPOSITION
ANALYSIS . . . . . . . . . 0.00
TRIANGULARIZATION OF LINEAR (EFFECTIVE)
STIFFNESS MATRIX . . . . . 0.02
STEP-BY-STEP SOLUTION ( 1 TIME STEPS)
CALCULATION OF EFFECTIVE LOAD VECTORS . . . 0.00
UPDATING EFFECTIVE STIFFNESS MATRICES
AND RHS VECTOR FOR NONLINEARITIES . . . . . 0.00
UPDATING EFFECTIVE STIFFNESS MATRIX FOR
CENTRIFUGAL DEFORMATION DEPENDENT LOADING. . 0.00
MODE SUPERPOSITION . . . . . . . . . . . . . 0.00
SOLUTION OF EQUATIONS . . . . . . . . . . . 0.00
EQUILIBRIUM ITERATIONS (TOTAL) . . . . . . . 0.00
CALCULATION AND PRINTING OF DISPLACE-
MENTS, VELOCITIES, AND ACCELERATIONS . . . . 0.00
CALCULATION AND PRINTING OF STRESSES . . . . 0.00
FRACTURE MECHANICS . . . . . . . . . . . . . 0.00
STEP-BY-STEP TOTAL. . . 0.01
CALCULATION AND PRINTING OF SUBSTRUCTURE
INTERNAL RESPONSES . . . . . . . . . 0.00
T O T A L S O L U T I O N T I M E (SEC) . . . . . 0.11
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