ADS NASTRAN VERSION 11.0.0.80 11:11 06/20/17 MODEL DATABASE IDENTIFICATION NUMBER: 01C83C NUMBER OF PROCESSOR THREADS REQUESTED = 7 NUMBER OF PROCESSOR THREADS AVAILABLE = 8 NUMBER OF PROCESSOR THREADS USED = 7 CNRMETHOD ENABLED LICENSE STATUS AVAILABLE ANALYSIS SOLUTIONS = LINEAR STATIC PRESTRESS STATIC NONLINEAR STATIC MODAL MODAL COMPLEX EIGENVALUE LINEAR PRESTRESS MODAL NONLINEAR PRESTRESS MODAL LINEAR PRESTRESS COMPLEX EIGENVALUE NONLINEAR PRESTRESS COMPLEX EIGENVALUE LINEAR BUCKLING NONLINEAR BUCKLING MODAL TRANSIENT RESPONSE DIRECT TRANSIENT RESPONSE NONLINEAR TRANSIENT RESPONSE LINEAR PRESTRESS TRANSIENT RESPONSE NONLINEAR PRESTRESS TRANSIENT RESPONSE MODAL FREQUENCY RESPONSE DIRECT FREQUENCY RESPONSE LINEAR PRESTRESS FREQUENCY RESPONSE NONLINEAR PRESTRESS FREQUENCY RESPONSE LINEAR STEADY STATE HEAT TRANSFER NONLINEAR STEADY STATE HEAT TRANSFER NONLINEAR TRANSIENT HEAT TRANSFER MATRIX REDUCTION AVAILABLE RESULTS TRANSLATORS = NORAN BINARY NORAN ASCII PATRAN BINARY PATRAN ASCII FEMAP BINARY FEMAP ASCII NASTRAN BINARY AVAILABLE ANALYSIS FEATURES = MULTIAXIAL FATIGUE DYNAMIC FATIGUE VIBRATION FATIGUE PROGRESSIVE PLY FAILURE AMLS INTERFACE BOUNDARY ACOUSTIC ANALYSIS TOPOLOGY OPTIMIZATION PROGRESSIVE FAILURE ANALYSIS ADVANCED MATERIAL EXCHANGE MAXIMUM MODEL SIZE = NO LIMITS VIRTUAL MEMORY = 1389734400 WORDS 10602.8 MEGABYTES REAL MEMORY = 482235904 WORDS 3679.2 MEGABYTES DRIVE C: DISK SPACE = 11605321728 WORDS 88541.6 MEGABYTES DRIVE .: DISK SPACE = 0 WORDS 0.0 MEGABYTES GENERATING DATABASE: gewiz.NDB 21 CASE CONTROL COMMANDS WERE RECOGNIZED OF A TOTAL OF 21 READ IN WARNING T2004: UNRECOGNIZED BULK DATA ENTRY PARAM ENHCCONTACTRSLT ON WARNING T2004: UNRECOGNIZED BULK DATA ENTRY PARAM TOPTDESIGNTOL 1.0E-8 71807 BULK DATA ENTRIES WERE RECOGNIZED OF A TOTAL OF 71821 READ IN MODEL DATABASE SIZE SUBCASES = 1 COORDINATE SYSTEMS = 14 GRID POINTS = 11840 ELEMENTS = 46838 ELEMENT PROPERTIES = 1 MATERIAL PROPERTIES = 1 SINGLE POINT CONSTRAINTS = 516 ELEMENT PRESSURES = 578 SETS = 1 SURFACES = 1 VOLUMES = 1 MODULE SEQUENCE FOR SOLUTION: LINEAR STATIC TOPOLOGY DESIGN OPTIMIZATION DEFINITION DESIGN REGION 1 REGION LABEL = PSOLID 1 REGION VOLUME = 1.2723E-04 INITIAL VOLUME FRACTION = 2.5000E-01 NUMBER OF ELEMENTS = 46838 MAXIMUM ACTIVATION DISTANCE = 1.2021E-02 MAXIMUM ELEMENT ADJACENCY = 779 DESIGN OPTIMIZATION ITERATION 1 MODEL SIZE = 35520 DEGREES OF FREEDOM MATRIX SIZE = 769945 WORDS 5.9 MEGABYTES SEMIBANDWIDTH = 53 WORDS AVAILABLE VIRTUAL MEMORY = 1358524928 WORDS 10364.7 MEGABYTES AVAILABLE PHYSICAL MEMORY = 454365184 WORDS 3466.5 MEGABYTES DRIVE C: DISK SPACE = 11597933568 WORDS 88485.2 MEGABYTES DRIVE .: DISK SPACE = 0 WORDS 0.0 MEGABYTES ELEMENT GEOMETRY STATISTICS MAXIMUM TET ELEMENT FACE SKEW ANGLE = 56.88 DEGREES ON ELEMENT 27743 MAXIMUM TET ELEMENT FACE INTERIOR ANGLE = 126.33 DEGREES ON ELEMENT 955 MINIMUM TET ELEMENT FACE INTERIOR ANGLE = 19.83 DEGREES ON ELEMENT 27743 MAXIMUM TET ELEMENT ASPECT RATIO = 2.35 ON ELEMENT 5863 GLOBAL STIFFNESS MATRIX ASSEMBLY STATISTICS SPARSE MATRIX SIZE = 769945 WORDS 5.9 MEGABYTES MEMORY ALLOCATED = 1154917 WORDS 8.8 MEGABYTES MAXIMUM GLOBAL STIFFNESS MATRIX TERM ZEROED = 6.0895E-16 MINIMUM GLOBAL STIFFNESS MATRIX TERM ZEROED = 0.0000E+00 REDUCTION IN GLOBAL STIFFNESS MATRIX SIZE = 0.07 PERCENT ASSEMBLY TIME FOR 46838 ELEMENTS = 1.8 SECONDS DIAGONAL MASS MATRIX FORMULATION USED TOTAL MASS = 5.454549E-03 MASS DISTRIBUTION BY TYPE STRUCTURAL MASS = 3.435184E-01 NONSTRUCTURAL MASS = 0.000000E+00 CONCENTRATED MASS = 0.000000E+00 OTHER MASS = 0.000000E+00 CENTER OF MASS RELATIVE TO ORIGIN OF BASIC SYSTEM X-COORDINATE = -5.067477E-09 Y-COORDINATE = 1.154892E-08 Z-COORDINATE = 5.818790E-03 SOLUTION SEQUENCE FOR SUBCASE 1 MAXIMUM STIFFNESS MATRIX DIAGONAL = 2.1004E+07 AT GRID 11013 COMPONENT 2 MINIMUM STIFFNESS MATRIX DIAGONAL = 1.5019E+06 AT GRID 43 COMPONENT 2 AVAILABLE VIRTUAL MEMORY = 1354231296 WORDS 10332.0 MEGABYTES AVAILABLE PHYSICAL MEMORY = 442615296 WORDS 3376.9 MEGABYTES DRIVE C: DISK SPACE = 11590919168 WORDS 88431.7 MEGABYTES DRIVE .: DISK SPACE = 0 WORDS 0.0 MEGABYTES GLOBAL STIFFNESS MATRIX FACTORIZATION STATISTICS NUMBER OF NEGATIVE TERMS ON FACTOR DIAGONAL = 0 MAXIMUM MATRIX FACTOR DIAGONAL RATIO = 3.512E+01 AT GRID 11840 COMPONENT 3 REORDERING METHOD REQUESTED = AUTO REORDERING METHOD USED = VRM7 FACTORED SPARSE MATRIX SIZE = 7304449 WORDS 111.5 MEGABYTES ADDITIONAL MEMORY ALLOCATED = 11751680 WORDS 89.7 MEGABYTES FACTORIZATION TIME FOR 7304449 WORDS = 0.8 SECONDS MAXIMUM DISPLACEMENT MAGNITUDE = 4.507300E-05 AT GRID 38 MAXIMUM ROTATION MAGNITUDE = 0.000000E+00 AT GRID 11840 EPSILON = 2.944201E-14 STRAIN ENERGY = 4.047917E-03 SOLUTION TIME FOR 35520 DEGREES OF FREEDOM = 0.1 SECONDS CALCULATING RESULTS FOR SUBCASE 1 CALCULATING TET ELEMENT RESULTS IN VOLUME 1 FOR SUBCASE 1 MAXIMUM TET ELEMENT STRAIN ENERGY DENSITY = 3.187307E+03 AT ELEMENT 14193 MINIMUM TET ELEMENT STRAIN ENERGY DENSITY = 3.537337E-03 AT ELEMENT 32867 NUMBER OF CONVERGENCE ITERATIONS = 61 FINAL CONVERGENCE FACTOR = 2.006E-13 DESIGN ITERATION CONVERGENCE = 6.0 DENSITY MASS REDUCTION = 0.0 DESIGN OBJECTIVE CURRENT VALUE RESPONSE 1 8.096E-03 DESIGN OPTIMIZATION ITERATION 2 MODEL SIZE = 35520 DEGREES OF FREEDOM MATRIX SIZE = 769945 WORDS 5.9 MEGABYTES SEMIBANDWIDTH = 53 WORDS AVAILABLE VIRTUAL MEMORY = 1347985408 WORDS 10284.3 MEGABYTES AVAILABLE PHYSICAL MEMORY = 440683520 WORDS 3362.1 MEGABYTES DRIVE C: DISK SPACE = 11589443584 WORDS 88420.4 MEGABYTES DRIVE .: DISK SPACE = 0 WORDS 0.0 MEGABYTES ELEMENT GEOMETRY STATISTICS MAXIMUM TET ELEMENT FACE SKEW ANGLE = 56.88 DEGREES ON ELEMENT 27743 MAXIMUM TET ELEMENT FACE INTERIOR ANGLE = 126.33 DEGREES ON ELEMENT 955 MINIMUM TET ELEMENT FACE INTERIOR ANGLE = 19.83 DEGREES ON ELEMENT 27743 MAXIMUM TET ELEMENT ASPECT RATIO = 2.35 ON ELEMENT 5863 GLOBAL STIFFNESS MATRIX ASSEMBLY STATISTICS SPARSE MATRIX SIZE = 769945 WORDS 5.9 MEGABYTES MEMORY ALLOCATED = 1154917 WORDS 8.8 MEGABYTES MAXIMUM GLOBAL STIFFNESS MATRIX TERM ZEROED = 6.2221E-16 MINIMUM GLOBAL STIFFNESS MATRIX TERM ZEROED = 0.0000E+00 REDUCTION IN GLOBAL STIFFNESS MATRIX SIZE = 0.02 PERCENT ASSEMBLY TIME FOR 46838 ELEMENTS = 1.9 SECONDS DIAGONAL MASS MATRIX FORMULATION USED TOTAL MASS = 5.606833E-03 MASS DISTRIBUTION BY TYPE STRUCTURAL MASS = 0.000000E+00 NONSTRUCTURAL MASS = 0.000000E+00 CONCENTRATED MASS = 0.000000E+00 OTHER MASS = 5.606833E-03 CENTER OF MASS RELATIVE TO ORIGIN OF BASIC SYSTEM X-COORDINATE = 2.539906E-06 Y-COORDINATE = 4.867376E-05 Z-COORDINATE = 3.068119E-03 SOLUTION SEQUENCE FOR SUBCASE 1 MAXIMUM STIFFNESS MATRIX DIAGONAL = 7.1518E+07 AT GRID 10826 COMPONENT 3 MINIMUM STIFFNESS MATRIX DIAGONAL = 9.1866E+04 AT GRID 43 COMPONENT 2 AVAILABLE VIRTUAL MEMORY = 1343093248 WORDS 10247.0 MEGABYTES AVAILABLE PHYSICAL MEMORY = 440060928 WORDS 3357.4 MEGABYTES DRIVE C: DISK SPACE = 11589441536 WORDS 88420.4 MEGABYTES DRIVE .: DISK SPACE = 0 WORDS 0.0 MEGABYTES GLOBAL STIFFNESS MATRIX FACTORIZATION STATISTICS NUMBER OF NEGATIVE TERMS ON FACTOR DIAGONAL = 0 MAXIMUM MATRIX FACTOR DIAGONAL RATIO = 1.123E+01 AT GRID 11587 COMPONENT 1 REORDERING METHOD REQUESTED = AUTO REORDERING METHOD USED = VRM7 FACTORED SPARSE MATRIX SIZE = 7292840 WORDS 111.3 MEGABYTES ADDITIONAL MEMORY ALLOCATED = 11769728 WORDS 89.8 MEGABYTES FACTORIZATION TIME FOR 7292840 WORDS = 0.7 SECONDS MAXIMUM DISPLACEMENT MAGNITUDE = 3.319967E-05 AT GRID 463 MAXIMUM ROTATION MAGNITUDE = 0.000000E+00 AT GRID 11840 EPSILON = 2.674952E-14 STRAIN ENERGY = 2.585767E-03 SOLUTION TIME FOR 35520 DEGREES OF FREEDOM = 0.1 SECONDS CALCULATING RESULTS FOR SUBCASE 1 CALCULATING TET ELEMENT RESULTS IN VOLUME 1 FOR SUBCASE 1 MAXIMUM TET ELEMENT STRAIN ENERGY DENSITY = 7.840110E+02 AT ELEMENT 33769 MINIMUM TET ELEMENT STRAIN ENERGY DENSITY = 4.718512E-04 AT ELEMENT 11765 NUMBER OF CONVERGENCE ITERATIONS = 39 FINAL CONVERGENCE FACTOR = 4.915E-13 DESIGN ITERATION CONVERGENCE = 10.8 DENSITY MASS REDUCTION = 100.0 DESIGN OBJECTIVE CURRENT VALUE RESPONSE 1 5.172E-03 DESIGN CONSTRAINT CURRENT VALUE LIMIT VALUE STATUS RESPONSE 4 2.173E-01 2.500E-01 PASS DESIGN OPTIMIZATION ITERATION 3 MODEL SIZE = 35520 DEGREES OF FREEDOM MATRIX SIZE = 769945 WORDS 5.9 MEGABYTES SEMIBANDWIDTH = 53 WORDS AVAILABLE VIRTUAL MEMORY = 1336719360 WORDS 10198.4 MEGABYTES AVAILABLE PHYSICAL MEMORY = 440519680 WORDS 3360.9 MEGABYTES DRIVE C: DISK SPACE = 11589440512 WORDS 88420.4 MEGABYTES DRIVE .: DISK SPACE = 0 WORDS 0.0 MEGABYTES ELEMENT GEOMETRY STATISTICS MAXIMUM TET ELEMENT FACE SKEW ANGLE = 56.88 DEGREES ON ELEMENT 27743 MAXIMUM TET ELEMENT FACE INTERIOR ANGLE = 126.33 DEGREES ON ELEMENT 955 MINIMUM TET ELEMENT FACE INTERIOR ANGLE = 19.83 DEGREES ON ELEMENT 27743 MAXIMUM TET ELEMENT ASPECT RATIO = 2.35 ON ELEMENT 5863 GLOBAL STIFFNESS MATRIX ASSEMBLY STATISTICS SPARSE MATRIX SIZE = 769945 WORDS 5.9 MEGABYTES MEMORY ALLOCATED = 1154917 WORDS 8.8 MEGABYTES MAXIMUM GLOBAL STIFFNESS MATRIX TERM ZEROED = 6.5583E-16 MINIMUM GLOBAL STIFFNESS MATRIX TERM ZEROED = 0.0000E+00 REDUCTION IN GLOBAL STIFFNESS MATRIX SIZE = 0.03 PERCENT ASSEMBLY TIME FOR 46838 ELEMENTS = 1.9 SECONDS DIAGONAL MASS MATRIX FORMULATION USED TOTAL MASS = 8.261202E-03 MASS DISTRIBUTION BY TYPE STRUCTURAL MASS = 3.895054E-03 NONSTRUCTURAL MASS = 0.000000E+00 CONCENTRATED MASS = 0.000000E+00 OTHER MASS = 4.366148E-03 CENTER OF MASS RELATIVE TO ORIGIN OF BASIC SYSTEM X-COORDINATE = -2.149887E-05 Y-COORDINATE = 2.200862E-05 Z-COORDINATE = 3.254023E-03 SOLUTION SEQUENCE FOR SUBCASE 1 MAXIMUM STIFFNESS MATRIX DIAGONAL = 1.4297E+08 AT GRID 10826 COMPONENT 3 MINIMUM STIFFNESS MATRIX DIAGONAL = 2.5406E+04 AT GRID 43 COMPONENT 2 AVAILABLE VIRTUAL MEMORY = 1332867072 WORDS 10169.0 MEGABYTES AVAILABLE PHYSICAL MEMORY = 435964928 WORDS 3326.1 MEGABYTES DRIVE C: DISK SPACE = 11589439488 WORDS 88420.4 MEGABYTES DRIVE .: DISK SPACE = 0 WORDS 0.0 MEGABYTES GLOBAL STIFFNESS MATRIX FACTORIZATION STATISTICS NUMBER OF NEGATIVE TERMS ON FACTOR DIAGONAL = 0 MAXIMUM MATRIX FACTOR DIAGONAL RATIO = 1.132E+01 AT GRID 11818 COMPONENT 2 REORDERING METHOD REQUESTED = AUTO REORDERING METHOD USED = VRM7 FACTORED SPARSE MATRIX SIZE = 7220232 WORDS 110.2 MEGABYTES ADDITIONAL MEMORY ALLOCATED = 11658240 WORDS 88.9 MEGABYTES FACTORIZATION TIME FOR 7220232 WORDS = 0.7 SECONDS MAXIMUM DISPLACEMENT MAGNITUDE = 1.972405E-05 AT GRID 463 MAXIMUM ROTATION MAGNITUDE = 0.000000E+00 AT GRID 11840 EPSILON = 1.440380E-14 STRAIN ENERGY = 1.554946E-03 SOLUTION TIME FOR 35520 DEGREES OF FREEDOM = 0.1 SECONDS CALCULATING RESULTS FOR SUBCASE 1 CALCULATING TET ELEMENT RESULTS IN VOLUME 1 FOR SUBCASE 1 MAXIMUM TET ELEMENT STRAIN ENERGY DENSITY = 4.444857E+02 AT ELEMENT 13466 MINIMUM TET ELEMENT STRAIN ENERGY DENSITY = 5.448448E-05 AT ELEMENT 6503 NUMBER OF CONVERGENCE ITERATIONS = 51 FINAL CONVERGENCE FACTOR = 2.000E-13 DESIGN ITERATION CONVERGENCE = 16.9 DENSITY MASS REDUCTION = 98.9 DESIGN OBJECTIVE CURRENT VALUE RESPONSE 1 3.110E-03 DESIGN CONSTRAINT CURRENT VALUE LIMIT VALUE STATUS RESPONSE 4 2.413E-01 2.500E-01 PASS DESIGN OPTIMIZATION ITERATION 4 MODEL SIZE = 35520 DEGREES OF FREEDOM MATRIX SIZE = 769945 WORDS 5.9 MEGABYTES SEMIBANDWIDTH = 53 WORDS AVAILABLE VIRTUAL MEMORY = 1326919168 WORDS 10123.6 MEGABYTES AVAILABLE PHYSICAL MEMORY = 436581888 WORDS 3330.9 MEGABYTES DRIVE C: DISK SPACE = 11589439488 WORDS 88420.4 MEGABYTES DRIVE .: DISK SPACE = 0 WORDS 0.0 MEGABYTES ELEMENT GEOMETRY STATISTICS MAXIMUM TET ELEMENT FACE SKEW ANGLE = 56.88 DEGREES ON ELEMENT 27743 MAXIMUM TET ELEMENT FACE INTERIOR ANGLE = 126.33 DEGREES ON ELEMENT 955 MINIMUM TET ELEMENT FACE INTERIOR ANGLE = 19.83 DEGREES ON ELEMENT 27743 MAXIMUM TET ELEMENT ASPECT RATIO = 2.35 ON ELEMENT 5863 GLOBAL STIFFNESS MATRIX ASSEMBLY STATISTICS SPARSE MATRIX SIZE = 769945 WORDS 5.9 MEGABYTES MEMORY ALLOCATED = 1154917 WORDS 8.8 MEGABYTES MAXIMUM GLOBAL STIFFNESS MATRIX TERM ZEROED = 6.1844E-16 MINIMUM GLOBAL STIFFNESS MATRIX TERM ZEROED = 0.0000E+00 REDUCTION IN GLOBAL STIFFNESS MATRIX SIZE = 0.03 PERCENT ASSEMBLY TIME FOR 46838 ELEMENTS = 1.8 SECONDS DIAGONAL MASS MATRIX FORMULATION USED TOTAL MASS = 1.091349E-02 MASS DISTRIBUTION BY TYPE STRUCTURAL MASS = 9.928192E-03 NONSTRUCTURAL MASS = 0.000000E+00 CONCENTRATED MASS = 0.000000E+00 OTHER MASS = 9.853005E-04 CENTER OF MASS RELATIVE TO ORIGIN OF BASIC SYSTEM X-COORDINATE = -4.730686E-05 Y-COORDINATE = -1.105669E-05 Z-COORDINATE = 3.150171E-03 SOLUTION SEQUENCE FOR SUBCASE 1 MAXIMUM STIFFNESS MATRIX DIAGONAL = 2.4222E+08 AT GRID 10826 COMPONENT 3 MINIMUM STIFFNESS MATRIX DIAGONAL = 2.4356E+04 AT GRID 43 COMPONENT 2 AVAILABLE VIRTUAL MEMORY = 1324798464 WORDS 10107.4 MEGABYTES AVAILABLE PHYSICAL MEMORY = 434703872 WORDS 3316.5 MEGABYTES DRIVE C: DISK SPACE = 11589438464 WORDS 88420.4 MEGABYTES DRIVE .: DISK SPACE = 0 WORDS 0.0 MEGABYTES GLOBAL STIFFNESS MATRIX FACTORIZATION STATISTICS NUMBER OF NEGATIVE TERMS ON FACTOR DIAGONAL = 0 MAXIMUM MATRIX FACTOR DIAGONAL RATIO = 8.223E+00 AT GRID 1501 COMPONENT 2 REORDERING METHOD REQUESTED = AUTO REORDERING METHOD USED = VRM7 FACTORED SPARSE MATRIX SIZE = 7172005 WORDS 109.4 MEGABYTES ADDITIONAL MEMORY ALLOCATED = 11603584 WORDS 88.5 MEGABYTES FACTORIZATION TIME FOR 7172005 WORDS = 0.7 SECONDS MAXIMUM DISPLACEMENT MAGNITUDE = 1.710942E-05 AT GRID 463 MAXIMUM ROTATION MAGNITUDE = 0.000000E+00 AT GRID 11840 EPSILON = 1.177429E-14 STRAIN ENERGY = 1.242100E-03 SOLUTION TIME FOR 35520 DEGREES OF FREEDOM = 0.1 SECONDS CALCULATING RESULTS FOR SUBCASE 1 CALCULATING TET ELEMENT RESULTS IN VOLUME 1 FOR SUBCASE 1 MAXIMUM TET ELEMENT STRAIN ENERGY DENSITY = 3.060148E+02 AT ELEMENT 13466 MINIMUM TET ELEMENT STRAIN ENERGY DENSITY = 6.877279E-05 AT ELEMENT 39985 NUMBER OF CONVERGENCE ITERATIONS = 71 FINAL CONVERGENCE FACTOR = 5.164E-13 DESIGN ITERATION CONVERGENCE = 23.6 DENSITY MASS REDUCTION = 97.1 DESIGN OBJECTIVE CURRENT VALUE RESPONSE 1 2.484E-03 DESIGN CONSTRAINT CURRENT VALUE LIMIT VALUE STATUS RESPONSE 4 2.457E-01 2.500E-01 PASS DESIGN OPTIMIZATION ITERATION 5 MODEL SIZE = 35520 DEGREES OF FREEDOM MATRIX SIZE = 769945 WORDS 5.9 MEGABYTES SEMIBANDWIDTH = 53 WORDS AVAILABLE VIRTUAL MEMORY = 1319503872 WORDS 10067.0 MEGABYTES AVAILABLE PHYSICAL MEMORY = 435193344 WORDS 3320.3 MEGABYTES DRIVE C: DISK SPACE = 11589437440 WORDS 88420.4 MEGABYTES DRIVE .: DISK SPACE = 0 WORDS 0.0 MEGABYTES ELEMENT GEOMETRY STATISTICS MAXIMUM TET ELEMENT FACE SKEW ANGLE = 56.88 DEGREES ON ELEMENT 27743 MAXIMUM TET ELEMENT FACE INTERIOR ANGLE = 126.33 DEGREES ON ELEMENT 955 MINIMUM TET ELEMENT FACE INTERIOR ANGLE = 19.83 DEGREES ON ELEMENT 27743 MAXIMUM TET ELEMENT ASPECT RATIO = 2.35 ON ELEMENT 5863 GLOBAL STIFFNESS MATRIX ASSEMBLY STATISTICS SPARSE MATRIX SIZE = 769945 WORDS 5.9 MEGABYTES MEMORY ALLOCATED = 1154917 WORDS 8.8 MEGABYTES MAXIMUM GLOBAL STIFFNESS MATRIX TERM ZEROED = 6.1844E-16 MINIMUM GLOBAL STIFFNESS MATRIX TERM ZEROED = 0.0000E+00 REDUCTION IN GLOBAL STIFFNESS MATRIX SIZE = 0.05 PERCENT ASSEMBLY TIME FOR 46838 ELEMENTS = 1.8 SECONDS DIAGONAL MASS MATRIX FORMULATION USED TOTAL MASS = 1.234534E-02 MASS DISTRIBUTION BY TYPE STRUCTURAL MASS = 1.521570E-02 NONSTRUCTURAL MASS = 0.000000E+00 CONCENTRATED MASS = 0.000000E+00 OTHER MASS = 0.000000E+00 CENTER OF MASS RELATIVE TO ORIGIN OF BASIC SYSTEM X-COORDINATE = -7.896116E-05 Y-COORDINATE = -3.895465E-05 Z-COORDINATE = 3.289539E-03 SOLUTION SEQUENCE FOR SUBCASE 1 MAXIMUM STIFFNESS MATRIX DIAGONAL = 3.2335E+08 AT GRID 10826 COMPONENT 3 MINIMUM STIFFNESS MATRIX DIAGONAL = 2.4356E+04 AT GRID 43 COMPONENT 2 AVAILABLE VIRTUAL MEMORY = 1315969536 WORDS 10040.1 MEGABYTES AVAILABLE PHYSICAL MEMORY = 431175168 WORDS 3289.6 MEGABYTES DRIVE C: DISK SPACE = 11589437440 WORDS 88420.4 MEGABYTES DRIVE .: DISK SPACE = 0 WORDS 0.0 MEGABYTES GLOBAL STIFFNESS MATRIX FACTORIZATION STATISTICS NUMBER OF NEGATIVE TERMS ON FACTOR DIAGONAL = 0 MAXIMUM MATRIX FACTOR DIAGONAL RATIO = 1.458E+01 AT GRID 3345 COMPONENT 3 REORDERING METHOD REQUESTED = AUTO REORDERING METHOD USED = VRM7 FACTORED SPARSE MATRIX SIZE = 7300632 WORDS 111.4 MEGABYTES ADDITIONAL MEMORY ALLOCATED = 11745152 WORDS 89.6 MEGABYTES FACTORIZATION TIME FOR 7300632 WORDS = 0.7 SECONDS MAXIMUM DISPLACEMENT MAGNITUDE = 1.470090E-05 AT GRID 463 MAXIMUM ROTATION MAGNITUDE = 0.000000E+00 AT GRID 11840 EPSILON = 2.244586E-14 STRAIN ENERGY = 1.063369E-03 SOLUTION TIME FOR 35520 DEGREES OF FREEDOM = 0.1 SECONDS CALCULATING RESULTS FOR SUBCASE 1 CALCULATING TET ELEMENT RESULTS IN VOLUME 1 FOR SUBCASE 1 MAXIMUM TET ELEMENT STRAIN ENERGY DENSITY = 2.861363E+02 AT ELEMENT 13466 MINIMUM TET ELEMENT STRAIN ENERGY DENSITY = 6.453078E-05 AT ELEMENT 36096 NUMBER OF CONVERGENCE ITERATIONS = 79 FINAL CONVERGENCE FACTOR = 4.907E-13 DESIGN ITERATION CONVERGENCE = 21.7 DENSITY MASS REDUCTION = 95.6 DESIGN OBJECTIVE CURRENT VALUE RESPONSE 1 2.127E-03 DESIGN CONSTRAINT CURRENT VALUE LIMIT VALUE STATUS RESPONSE 4 2.479E-01 2.500E-01 PASS DESIGN OPTIMIZATION ITERATION 6 MODEL SIZE = 35520 DEGREES OF FREEDOM MATRIX SIZE = 769945 WORDS 5.9 MEGABYTES SEMIBANDWIDTH = 53 WORDS AVAILABLE VIRTUAL MEMORY = 1310951424 WORDS 10001.8 MEGABYTES AVAILABLE PHYSICAL MEMORY = 432217600 WORDS 3297.6 MEGABYTES DRIVE C: DISK SPACE = 11589436416 WORDS 88420.4 MEGABYTES DRIVE .: DISK SPACE = 0 WORDS 0.0 MEGABYTES ELEMENT GEOMETRY STATISTICS MAXIMUM TET ELEMENT FACE SKEW ANGLE = 56.88 DEGREES ON ELEMENT 27743 MAXIMUM TET ELEMENT FACE INTERIOR ANGLE = 126.33 DEGREES ON ELEMENT 955 MINIMUM TET ELEMENT FACE INTERIOR ANGLE = 19.83 DEGREES ON ELEMENT 27743 MAXIMUM TET ELEMENT ASPECT RATIO = 2.35 ON ELEMENT 5863 GLOBAL STIFFNESS MATRIX ASSEMBLY STATISTICS SPARSE MATRIX SIZE = 769945 WORDS 5.9 MEGABYTES MEMORY ALLOCATED = 1154917 WORDS 8.8 MEGABYTES MAXIMUM GLOBAL STIFFNESS MATRIX TERM ZEROED = 6.1844E-16 MINIMUM GLOBAL STIFFNESS MATRIX TERM ZEROED = 0.0000E+00 REDUCTION IN GLOBAL STIFFNESS MATRIX SIZE = 0.05 PERCENT ASSEMBLY TIME FOR 46838 ELEMENTS = 1.8 SECONDS DIAGONAL MASS MATRIX FORMULATION USED TOTAL MASS = 1.439417E-02 MASS DISTRIBUTION BY TYPE STRUCTURAL MASS = 2.909612E-02 NONSTRUCTURAL MASS = 0.000000E+00 CONCENTRATED MASS = 0.000000E+00 OTHER MASS = 0.000000E+00 CENTER OF MASS RELATIVE TO ORIGIN OF BASIC SYSTEM X-COORDINATE = -1.129595E-04 Y-COORDINATE = -5.892132E-05 Z-COORDINATE = 3.323690E-03 SOLUTION SEQUENCE FOR SUBCASE 1 MAXIMUM STIFFNESS MATRIX DIAGONAL = 4.3460E+08 AT GRID 10826 COMPONENT 3 MINIMUM STIFFNESS MATRIX DIAGONAL = 2.4356E+04 AT GRID 43 COMPONENT 2 AVAILABLE VIRTUAL MEMORY = 1307743232 WORDS 9977.3 MEGABYTES AVAILABLE PHYSICAL MEMORY = 429309952 WORDS 3275.4 MEGABYTES DRIVE C: DISK SPACE = 11589435392 WORDS 88420.4 MEGABYTES DRIVE .: DISK SPACE = 0 WORDS 0.0 MEGABYTES GLOBAL STIFFNESS MATRIX FACTORIZATION STATISTICS NUMBER OF NEGATIVE TERMS ON FACTOR DIAGONAL = 0 MAXIMUM MATRIX FACTOR DIAGONAL RATIO = 7.692E+01 AT GRID 2936 COMPONENT 2 REORDERING METHOD REQUESTED = AUTO REORDERING METHOD USED = VRM7 FACTORED SPARSE MATRIX SIZE = 7293910 WORDS 111.3 MEGABYTES ADDITIONAL MEMORY ALLOCATED = 11735296 WORDS 89.5 MEGABYTES FACTORIZATION TIME FOR 7293910 WORDS = 0.7 SECONDS MAXIMUM DISPLACEMENT MAGNITUDE = 1.313234E-05 AT GRID 462 MAXIMUM ROTATION MAGNITUDE = 0.000000E+00 AT GRID 11840 EPSILON = 1.014823E-14 STRAIN ENERGY = 9.289665E-04 SOLUTION TIME FOR 35520 DEGREES OF FREEDOM = 0.1 SECONDS CALCULATING RESULTS FOR SUBCASE 1 CALCULATING TET ELEMENT RESULTS IN VOLUME 1 FOR SUBCASE 1 MAXIMUM TET ELEMENT STRAIN ENERGY DENSITY = 3.104038E+02 AT ELEMENT 10160 MINIMUM TET ELEMENT STRAIN ENERGY DENSITY = 2.853804E-05 AT ELEMENT 36096 NUMBER OF CONVERGENCE ITERATIONS = 66 FINAL CONVERGENCE FACTOR = 8.146E-13 DESIGN ITERATION CONVERGENCE = 19.2 DENSITY MASS REDUCTION = 91.5 DESIGN OBJECTIVE CURRENT VALUE RESPONSE 1 1.858E-03 DESIGN CONSTRAINT CURRENT VALUE LIMIT VALUE STATUS RESPONSE 4 2.480E-01 2.500E-01 PASS DESIGN OPTIMIZATION ITERATION 7 MODEL SIZE = 35520 DEGREES OF FREEDOM MATRIX SIZE = 769945 WORDS 5.9 MEGABYTES SEMIBANDWIDTH = 53 WORDS AVAILABLE VIRTUAL MEMORY = 1298572288 WORDS 9907.3 MEGABYTES AVAILABLE PHYSICAL MEMORY = 429825536 WORDS 3279.3 MEGABYTES DRIVE C: DISK SPACE = 11588455424 WORDS 88412.9 MEGABYTES DRIVE .: DISK SPACE = 0 WORDS 0.0 MEGABYTES ELEMENT GEOMETRY STATISTICS MAXIMUM TET ELEMENT FACE SKEW ANGLE = 56.88 DEGREES ON ELEMENT 27743 MAXIMUM TET ELEMENT FACE INTERIOR ANGLE = 126.33 DEGREES ON ELEMENT 955 MINIMUM TET ELEMENT FACE INTERIOR ANGLE = 19.83 DEGREES ON ELEMENT 27743 MAXIMUM TET ELEMENT ASPECT RATIO = 2.35 ON ELEMENT 5863 GLOBAL STIFFNESS MATRIX ASSEMBLY STATISTICS SPARSE MATRIX SIZE = 769945 WORDS 5.9 MEGABYTES MEMORY ALLOCATED = 1154917 WORDS 8.8 MEGABYTES MAXIMUM GLOBAL STIFFNESS MATRIX TERM ZEROED = 6.1958E-16 MINIMUM GLOBAL STIFFNESS MATRIX TERM ZEROED = 0.0000E+00 REDUCTION IN GLOBAL STIFFNESS MATRIX SIZE = 0.05 PERCENT ASSEMBLY TIME FOR 46838 ELEMENTS = 1.9 SECONDS DIAGONAL MASS MATRIX FORMULATION USED TOTAL MASS = 1.683022E-02 MASS DISTRIBUTION BY TYPE STRUCTURAL MASS = 4.393343E-02 NONSTRUCTURAL MASS = 0.000000E+00 CONCENTRATED MASS = 0.000000E+00 OTHER MASS = 0.000000E+00 CENTER OF MASS RELATIVE TO ORIGIN OF BASIC SYSTEM X-COORDINATE = -1.638327E-04 Y-COORDINATE = -8.359399E-05 Z-COORDINATE = 3.459986E-03 SOLUTION SEQUENCE FOR SUBCASE 1 MAXIMUM STIFFNESS MATRIX DIAGONAL = 5.5454E+08 AT GRID 10826 COMPONENT 3 MINIMUM STIFFNESS MATRIX DIAGONAL = 2.4356E+04 AT GRID 43 COMPONENT 2 AVAILABLE VIRTUAL MEMORY = 1295145984 WORDS 9881.2 MEGABYTES AVAILABLE PHYSICAL MEMORY = 425327616 WORDS 3245.0 MEGABYTES DRIVE C: DISK SPACE = 11588454400 WORDS 88412.9 MEGABYTES DRIVE .: DISK SPACE = 0 WORDS 0.0 MEGABYTES FATAL ERROR S1055: FILE: .\TMP\NDBC...\IOZYC83C.TMP NO SPACE LEFT ON DEVICE VIRTUAL MEMORY = 1295030272 WORDS 9880.3 MEGABYTES REAL MEMORY = 424476160 WORDS 3238.5 MEGABYTES DRIVE C: DISK SPACE = 11588453376 WORDS 88412.9 MEGABYTES DRIVE .: DISK SPACE = 0 WORDS 0.0 MEGABYTES ANALYSIS DIRECTIVE DEFINITION BULKDATAOUT = OFF BULKDATASORT = ON DATABASE = gewiz.NDB DECOMPAUTOSIZE = 50000 DECOMPMETHOD = PSS DISKSTATUS = ON DYNRSLTMETHOD = AUTO ELAPSEDTIME = OFF EXTRACTAUTOSIZE = 10000 EXTRACTMETHOD = LANCZOS FEMAPRSLTVECTID = ON FILEBUFFERSIZE1 = 200 FILEBUFFERSIZE2 = 200 FILEBUFFERSIZE3 = 200 FILEBUFFERSIZE4 = 200 FILESIGNATURE = C83C FILESPEC1 = .\TMP\NDBC83C.TMP\ FILESPEC2 = .\TMP\NDBC83C.TMP\ FILESPEC3 = .\TMP\NDBC83C.TMP\ FILESPEC4 = .\TMP\NDBC83C.TMP\ GPWEIGHTMETHOD = MATRIX LEFTMARGIN = 1 LICENSEMANAGER = HANDSHAKE LINE = 75 MAXRAM = 0 MEMORYSTATUS = ON MINRAM = 0 MODLDATAFORMAT = 3 MODLDATAOUT = ON MODLINITOUT = ON MODLSTATUS = DISPLAY NDISKS = 1 NFILEBUFFER1 = 1 NFILEBUFFER2 = 1 NFILEBUFFER3 = 1 NFILEBUFFER4 = 1 NPROCESSORS = 7 OUTCONTSYMBOL = OFF OUTDISPGEOMMODE = 1 OUTDISPSETID = 100 OUTLOADSETID = 100 OUTPAGEFORMAT = OFF OUTGRIDOFFSET = 100000 OUTSPCSETID = 100 OUTSTRNSETID = 100 OUTTEMPSETID = 100 OUTZEROVECT = OFF PCHFILEDBLEPRCS = OFF PCHFILETYPE = NASTRAN PURGE = ON RAM = 6504 RESERVEDRAM = 0 RESTART = OFF RSLTFILEDBLEPRCS = OFF RSLTFILEFORMAT = PLATFORM RSLTFILEPURGE = ON RSLTFILETYPE = FEMAP BINARY RSLTLABEL = 1 RSPECDISPMETHOD = NODAL RSPECVECTMETHOD = OFF SECONDS = ON SYSTEMSTATUS = OFF TRSLDDAMDATA = OFF TRSLDFGMDATA = OFF TRSLDISPDATA = OFF TRSLDMIDATA = OFF TRSLLOADDATA = OFF TRSLMODLDATA = OFF TRSLPRESDATA = OFF TRSLRBSEDATA = OFF