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Participating in this program is like filling out a | | survey. Without interrupting your work, the software reports | | anonymous usage information such as errors, machine and | | solver statistics, features used, etc. to ANSYS. We never | | use the data to identify or contact you. | | The data does NOT contain: | | - Any personally identifiable information including names, | | IP addresses, file names, part names, etc. | | - Any information about your geometry or design specific | | inputs. | | You can stop participation at any time. To change your | | selection go to Help >> ANSYS Product Improvement Program | | in the GUI. | | For more information about the ANSYS Privacy Policy, please | | check: http://www.ansys.com/privacy | | | *------------------------------------------------------------------* 2020 R1 Point Releases and Patches installed: ANSYS, Inc. Products 2020 R1 Autodyn 2020 R1 LS-DYNA 2020 R1 CFD-Post only 2020 R1 CFX (includes CFD-Post) 2020 R1 Chemkin 2020 R1 EnSight 2020 R1 FENSAP-ICE 2020 R1 Fluent (includes CFD-Post) 2020 R1 Forte 2020 R1 Polyflow (includes CFD-Post) 2020 R1 TurboGrid 2020 R1 ICEM CFD 2020 R1 Aqwa 2020 R1 Customization Files for User Programmable Features 2020 R1 Mechanical Products 2020 R1 Icepak (includes CFD-Post) 2020 R1 Remote Solve Manager Standalone Services 2020 R1 ACIS Geometry Interface 2020 R1 Catia, Version 5 Geometry Interface 2020 R1 NX Geometry Interface 2020 R1 Parasolid Geometry Interface 2020 R1 ANSYS, Inc. License Manager 2020 R1 ***** ANSYS COMMAND LINE ARGUMENTS ***** INITIAL JOBNAME = VM BATCH MODE REQUESTED (-b) = LIST INPUT FILE COPY MODE (-c) = COPY DISTRIBUTED MEMORY PARALLEL REQUESTED 4 PARALLEL PROCESSES REQUESTED WITH SINGLE THREAD PER PROCESS TOTAL OF 4 CORES REQUESTED INPUT FILE NAME = /gpfs_common/share01/Support/smashet/Ansys/VM.215092 INITIAL DIRECTORY = /gpfs_common/share01/Support/smashet RELEASE= 2020 R1 BUILD= 20.1 UP20191203 VERSION=LINUX x64 CURRENT JOBNAME=VM0 20:30:18 FEB 09, 2024 CP= 0.411 1 2 /batch 3 /config,noeldb,1 ! force off writing results to database 4 *get,_wallstrt,active,,time,wall 5 ! ANSYS input file written by Workbench version 2020 R2 6 /title,SRM_6_10_support--Modal (K5) 7 *DIM,_wb_ProjectScratch_dir,string,248 8 _wb_ProjectScratch_dir(1) = './' 9 *DIM,_wb_SolverFiles_dir,string,248 10 _wb_SolverFiles_dir(1) = './' 11 *DIM,_wb_userfiles_dir,string,248 12 _wb_userfiles_dir(1) = './' 13 /com,--- Data in consistent MKS units. See Solving Units in the help system for more information. 14 /units,MKS 15 /nopr 16 /wb,file,start ! signify a WB generated input file 17 /prep7 18 ! Turn off shape checking because checks already performed inside WB mesher. 19 ! See help system for more information. 20 SHPP,OFF,,NOWARN ***** LISTING SUSPENDED ***** ***** LISTING RESUMED ***** 380525 /wb,load,start ! starting to send loads 380526 /com,*********** Fixed Supports *********** 380527 CMBLOCK,_FIXEDSU,NODE, 4010 380528 (8i10) 380529 16519 16520 16521 16522 16523 16524 16525 16526 380530 16527 16528 16529 16530 16531 16532 16533 16534 380531 16535 16536 16537 16538 16539 16540 16541 16542 380532 16543 16544 16545 16546 16547 16548 16549 16550 380533 16551 16552 16553 16554 16555 16556 16557 16558 380534 16559 16560 16561 16863 16864 16865 16866 16867 380535 16868 16869 16870 16871 16872 16873 16874 16875 380536 16876 16877 16878 16879 16880 16881 16882 16883 380537 16884 16885 16886 16887 16888 16889 16890 16891 380538 16892 16893 16894 16895 16896 16897 16898 16899 380539 16900 16901 16902 16903 16904 16905 20637 20638 380540 20639 20640 20641 20642 20643 20644 20645 20646 380541 20647 20648 20649 20650 20651 20652 20653 20654 380542 20655 20656 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107543 107544 107545 107546 107547 380851 107548 107549 107550 107551 107552 107553 107554 107555 380852 107556 107557 107558 107559 107560 107561 107562 107563 380853 107564 107565 107566 107567 107568 107569 107570 107571 380854 107572 107573 107574 107575 107576 107577 107578 107579 380855 107580 107581 107582 107583 107584 107585 107586 107587 380856 107588 107589 107590 107591 107592 107593 107594 107595 380857 107596 107597 107598 107599 107600 107601 107602 107603 380858 107604 107605 107606 107607 107608 107609 107610 107611 380859 107612 107613 107614 107615 107616 107617 107618 107619 380860 107620 107621 107622 107623 107624 107625 107626 107627 380861 107628 107629 107630 107631 107632 107633 107634 107635 380862 107636 107637 107638 107639 107640 107641 107642 107643 380863 107644 107645 107646 107647 107648 107649 107650 107651 380864 107652 107653 107654 107655 107656 107657 107658 107659 380865 107660 107661 107662 107663 107664 107665 107666 107667 380866 107668 107669 107670 107671 107672 107673 107674 107675 380867 107676 107677 107678 107679 107680 107681 107682 107683 380868 107684 107685 107686 107687 107688 107689 107690 107691 380869 107692 107693 107694 107695 107696 107697 107698 107699 380870 107700 107701 107702 107703 107704 107705 107706 107707 380871 107708 107709 107710 107711 107712 107713 107714 107715 380872 107716 107717 107718 107719 107720 107721 107722 107724 380873 107726 107728 107730 107732 107734 107736 107738 107740 380874 107742 107744 107746 107748 107751 107753 107755 107757 380875 107759 107761 107763 107765 107767 107769 107771 107773 380876 107775 107777 111566 111567 111568 111569 111570 111571 380877 111572 111573 111574 111575 111576 111577 111578 111579 380878 111580 111581 111582 111583 111584 111585 111586 111587 380879 111588 111589 111590 111591 111592 111593 111594 111595 380880 111596 111597 111598 111599 111600 111601 111602 111603 380881 111604 111605 111606 111607 111608 111609 111610 111611 380882 111612 111613 111614 111615 111616 111617 111618 111619 380883 111620 111621 111622 111623 111624 111625 111626 111627 380884 111628 111629 111630 111631 111632 111633 111634 111635 380885 111636 111637 111638 111639 111640 111641 111642 111643 380886 111644 111645 111646 111647 111648 111649 111650 111651 380887 111652 111653 111654 111655 111656 111657 111658 111659 380888 111660 111661 111662 111663 111664 111665 111666 111667 380889 111668 111669 111670 111671 111672 111673 111674 111675 380890 111676 111677 111678 111679 111680 111681 111682 111683 380891 111684 111685 111686 111687 111688 111689 111690 111691 380892 111692 111693 111694 111695 111696 111697 111698 111699 380893 111700 111701 111702 111703 111704 111705 111706 111707 380894 111708 111709 111710 111711 111712 111713 111714 111715 380895 111716 111717 111718 111719 111720 111721 111722 111723 380896 111724 111725 111726 111727 111728 111729 111730 111731 380897 111732 111733 111734 111735 111736 111737 111738 111739 380898 111740 111741 111742 111743 111744 111745 111746 111747 380899 111748 111749 111750 111751 111752 111753 111754 111755 380900 111756 111757 111758 111759 111760 111761 111762 111763 380901 111764 111765 111766 111767 111768 111769 111770 111771 380902 111772 111773 111774 111775 111776 111777 111778 111779 380903 111780 111781 111782 111783 111784 111785 111786 111787 380904 111788 111789 111790 111791 111792 111793 111794 111795 380905 111796 111797 111798 111799 111800 111801 111802 111803 380906 111804 111805 111806 111807 111808 111809 111810 111811 380907 111812 111813 111814 111815 111816 111817 111818 111819 380908 111820 111821 111822 111823 111824 111825 111826 111827 380909 111828 111829 111830 111831 111832 111833 111834 111835 380910 111836 111837 111838 111839 111840 111841 111842 111843 380911 111844 111845 111846 111847 111848 111849 111850 111851 380912 111852 111853 111854 111855 111856 111857 111858 111859 380913 111860 111861 111862 111863 111864 111865 111866 111867 380914 111868 111869 111870 111871 111872 111873 111874 111875 380915 111876 111877 111878 111879 111880 111881 111882 111883 380916 111884 111885 111886 111887 111888 111889 111890 111891 380917 111892 111893 111894 111895 111896 111897 111898 111899 380918 111900 111901 111902 111903 111904 111905 111906 111907 380919 111908 111909 111910 111911 111912 111913 111914 111915 380920 111916 111917 111918 111919 111920 111921 111922 111923 380921 111924 111925 111926 111927 111928 111929 111930 111931 380922 111932 111933 111934 111935 111936 111937 111938 111939 380923 111940 111941 111942 111943 111944 111945 111946 111947 380924 111948 111949 111950 111951 111952 111953 111954 111955 380925 111956 111957 111958 111959 111960 111961 111962 111963 380926 111964 111965 111966 111967 111968 111969 111970 111971 380927 111972 111973 111974 111975 111976 111977 111978 111979 380928 111980 111981 111982 111983 111984 111985 111986 111987 380929 111988 111989 111990 111991 111992 111993 111994 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112122 112123 380946 112124 112125 112126 112127 112128 112129 112130 112131 380947 112132 112133 112134 112135 112136 112137 112138 112139 380948 112140 112141 112142 112143 112144 112145 112146 112147 380949 112148 112149 112150 112151 112152 112153 112154 112155 380950 112156 112157 112158 112159 112160 112161 112162 112163 380951 112164 112165 112166 112167 112168 112169 112170 112171 380952 112172 112173 112174 112175 112176 112177 112178 112179 380953 112180 112181 112182 112183 112184 112185 112186 112187 380954 112188 112189 112190 112191 112192 112193 112194 112195 380955 112196 112197 112198 112199 112200 112201 112202 112203 380956 112204 112205 112206 112207 112208 112209 112210 112211 380957 112212 112213 112214 112215 112216 112217 112218 112219 380958 112220 112221 112222 112223 112224 112225 112226 112227 380959 112228 112229 112230 112231 112232 112233 112234 112235 380960 112236 112237 112238 112239 112240 112241 112242 112243 380961 112244 112245 112246 112247 112248 112249 112250 112251 380962 112252 112253 112254 112255 112256 112257 112258 112259 380963 112260 112261 112262 112263 112264 112265 112266 112267 380964 112268 112269 112270 112271 112272 112273 112274 112275 380965 112276 112277 112278 112279 112280 112281 112282 112283 380966 112284 112285 112286 112287 112288 112289 112290 112291 380967 112292 112293 112294 112295 112296 112297 112298 112299 380968 112300 112301 112302 112303 112304 112305 112306 112307 380969 112308 112309 112310 112311 112312 112313 112314 112315 380970 112316 112317 112318 112319 112320 112321 112322 112323 380971 112324 112325 112326 112327 112328 112329 112330 112331 380972 112332 112333 112334 112335 112336 112337 112338 112339 380973 112340 112341 112342 112343 112344 112345 112346 112347 380974 112348 112349 112350 112351 112352 112353 112354 112355 380975 112356 112357 112358 112359 112360 112361 112362 112363 380976 112364 112365 112366 112367 112368 112369 112370 112371 380977 112372 112373 112374 112375 112376 112377 112378 112379 380978 112380 112381 112382 112383 112384 112385 112386 112387 380979 112388 112389 112390 112391 112392 112393 112394 112395 380980 112396 112397 112398 112399 112400 112401 112402 112403 380981 112404 112405 112406 112407 112408 112409 112410 112411 380982 112412 112413 112414 112415 112416 112417 112418 112419 380983 112420 112421 112422 112423 112424 112425 112426 112427 380984 112428 112429 112430 112431 112432 112433 112434 112435 380985 112436 112437 112438 112439 112440 112441 112442 112443 380986 112444 112445 112446 112447 112448 112449 112450 112451 380987 112452 112453 112454 112455 112456 112457 112458 112459 380988 112460 112461 112462 112463 112464 112465 112466 112467 380989 112468 112469 112470 112471 112472 112473 112474 112475 380990 112476 112477 112478 112479 112480 112481 112482 112483 380991 112484 112485 112486 112487 112488 112489 112490 112491 380992 112492 112493 112494 112495 112496 112497 112498 112499 380993 112500 112501 112502 112503 112504 112505 112506 112507 380994 112508 112509 112510 112511 112512 112513 112514 112515 380995 112516 112517 112518 112519 112520 112521 112522 112523 380996 112524 112525 112526 112527 112528 112529 112530 112531 380997 112532 112533 112534 112535 112536 112537 112538 112539 380998 112540 112541 112542 112543 112544 112545 112546 112547 380999 112548 112549 112550 112551 112552 112553 112554 112555 381000 112556 112557 112558 112559 112560 112561 112562 112563 381001 112564 112565 112566 112567 112568 112569 112570 112571 381002 112572 112573 112574 112575 112576 112577 112578 112579 381003 112580 112581 112582 112583 112584 112585 112586 112587 381004 112588 112589 112590 112591 112592 112593 112594 112595 381005 112596 112597 112598 112599 112600 112601 112602 112603 381006 112604 112605 112606 112607 112608 112609 112610 112611 381007 112612 112613 112614 112615 112616 112617 112618 112619 381008 112620 112621 112622 112623 112624 112625 112626 112627 381009 112628 112629 112630 112631 112632 112633 112634 112635 381010 112636 112637 112638 112639 112640 112641 112642 112643 381011 112644 112645 112646 112647 112648 112649 112650 112651 381012 112652 112653 112654 112655 112656 112657 112658 112659 381013 112660 112661 112662 112663 112664 112665 112666 112667 381014 112668 112669 112670 112671 112672 112673 112674 112675 381015 112676 112677 112678 112679 112680 112681 112682 112683 381016 112684 112685 112686 112687 112688 112689 112690 112691 381017 112692 112693 112694 112695 112696 112697 112698 112699 381018 112700 112701 112702 112703 112704 112705 112706 112707 381019 112708 112709 112710 112711 112712 112713 112714 112715 381020 112716 112717 112718 112719 112720 112721 112722 112723 381021 112724 112725 112726 112727 112728 112729 112730 112731 381022 112732 112733 112734 112735 112736 112737 112738 112739 381023 112740 112741 112742 112743 112744 112745 112746 112747 381024 112748 112749 112750 112751 112752 112753 112754 112755 381025 112756 112757 112758 112759 112760 112761 112762 112763 381026 112764 112765 112766 112767 112768 112769 112770 112772 381027 112774 112776 112778 112780 112782 112784 112786 112788 381028 112790 112792 112794 112796 112799 112801 112803 112805 381029 112807 112809 112811 112813 112815 112817 112819 112821 381030 112823 112825 381031 cmsel,s,_FIXEDSU 381032 d,all,all 381033 nsel,all 381034 /gst,on,on 381035 fini 381036 *get,_numnode,node,0,count 381037 *get,_numelem,elem,0,count 381038 *get, _MAXELEMNUM, elem, 0, NUM, MAX 381039 *get, _MAXNODENUM, node, 0, NUM, MAX 381040 *get, _MAXELEMTYPE, etyp, 0, NUM, MAX 381041 *get, _MAXREALCONST, real, 0, NUM, MAX 381042 /go 381043 /wb,load,end ! done creating loads 381044 /com,--- Number of total nodes = %_numnode% 381045 /com,--- Number of contact elements = 23286 381046 /com,--- Number of spring elements = 0 381047 /com,--- Number of bearing elements = 0 381048 /com,--- Number of solid elements = 78527 381049 /com,--- Number of condensed parts = 0 381050 /com,--- Number of total elements = %_numelem% 381051 *get,_wallbsol,active,,time,wall 381052 /solu 381053 antype,2 ! modal analysis 381054 _thickRatio= 1 ! Ratio of thick parts in the model 381055 modopt,lanb,1,0.,9000. 381056 outres,erase 381057 outres,all,none 381058 outres,nsol,all 381059 outres,etmp,all 381060 mxpand ! default expand in case of complex solution 381061 ! *********** WB SOLVE COMMAND *********** 381062 ! check interactive state 381063 *get,ANSINTER_,active,,int 381064 *if,ANSINTER_,ne,0,then 381065 /eof 381066 *endif 381067 solve 381068 /com *************** Write FE CONNECTORS ********* 381069 CEWRITE,file,ce,,INTE 381070 *get,_nmodalsolproc,active,0,numcpu 381071 fini 381072 /nopr 381073 *get,_numnode,node,0,count 381074 *get,_numelem,elem,0,count 381075 *get, _MAXELEMNUM, elem, 0, NUM, MAX 381076 *get, _MAXNODENUM, node, 0, NUM, MAX,,,INTERNAL 381077 *get, _MAXELEMTYPE, etyp, 0, NUM, MAX 381078 *get, _MAXREALCONST, real, 0, NUM, MAX 381079 /gopr 381080 *get,_wallasol,active,,time,wall 381081 /post1 381082 /nopr 381083 *dim,_direction,CHAR,6,1 381084 _direction(1) = 'X' 381085 _direction(2) = 'Y' 381086 _direction(3) = 'Z' 381087 _direction(4) = 'ROTX' 381088 _direction(5) = 'ROTY' 381089 _direction(6) = 'ROTZ' 381090 *get,_lastLS,active,0,set,LSTP 381091 *get,_beginset,active,0,set,nset,first,_lastLS 381092 *get,_endset,active,0,set,nset,last,_lastLS 381093 _nummodes = 0 381094 *if,_endset,gt,0,then 381095 _nummodes = _endset - _beginset + 1 381096 *endif 381097 *do,i_mode,1,_nummodes 381098 *do,j_component,1,6 381099 *get,PFACT_%i_mode%_%j_component%,MODE,%i_mode%,PFACT,,DIREC,_direction(%j_component%) 381100 *enddo 381101 *enddo 381102 *dim,_tmdirection,CHAR,6,1 381103 _tmdirection(1) = 'X' 381104 _tmdirection(2) = 'Y' 381105 _tmdirection(3) = 'Z' 381106 _tmdirection(4) = 'X' 381107 _tmdirection(5) = 'Y' 381108 _tmdirection(6) = 'Z' 381109 *do,j_component,1,6 381110 *if,j_component,gt,3,then 381111 *get,TOTALMASS_%j_component%,ELEM,0,IOR,_tmdirection(%j_component%) 381112 *else 381113 *get,TOTALMASS_%j_component%,ELEM,0,MTOT,_tmdirection(%j_component%) 381114 *endif 381115 *enddo 381116 /gopr 381117 xmlo,ENCODING,ISO-8859-1 381118 xmlo,parm 381119 /xml,parm,xml 381120 fini 381121 /gopr 381122 *get,_walldone,active,,time,wall 381123 _preptime=(_wallbsol-_wallstrt)*3600 381124 _solvtime=(_wallasol-_wallbsol)*3600 381125 _posttime=(_walldone-_wallasol)*3600 381126 _totaltim=(_walldone-_wallstrt)*3600 381127 *get,_dlbratio,active,0,solu,dlbr 381128 *get,_combtime,active,0,solu,comb 381129 /com,--- Total number of nodes = %_numnode% 381130 /com,--- Total number of elements = %_numelem% 381131 /com,--- Element load balance ratio = %_dlbratio% 381132 /com,--- Time to combine distributed files = %_combtime% 381133 /wb,file,end ! done with WB generated input RUN SETUP PROCEDURE FROM FILE= /usr/local/apps/ansys/v201/ansys/apdl/start.ans /INPUT FILE= /usr/local/apps/ansys/v201/ansys/apdl/start.ans LINE= 0 *** WARNING *** CP = 1.034 TIME= 20:30:19 The /BATCH command must be the first line of input. The /BATCH command is ignored. *** NOTE *** CP = 1.035 TIME= 20:30:19 The /CONFIG,NOELDB command is not valid in a Distributed ANSYS solution. Command is ignored. *GET _WALLSTRT FROM ACTI ITEM=TIME WALL VALUE= 20.5052778 TITLE= SRM_6_10_support--Modal (K5) SET PARAMETER DIMENSIONS ON _WB_PROJECTSCRATCH_DIR TYPE=STRI DIMENSIONS= 248 1 1 PARAMETER _WB_PROJECTSCRATCH_DIR(1) = ./ SET PARAMETER DIMENSIONS ON _WB_SOLVERFILES_DIR TYPE=STRI DIMENSIONS= 248 1 1 PARAMETER _WB_SOLVERFILES_DIR(1) = ./ SET PARAMETER DIMENSIONS ON _WB_USERFILES_DIR TYPE=STRI DIMENSIONS= 248 1 1 PARAMETER _WB_USERFILES_DIR(1) = ./ --- Data in consistent MKS units. See Solving Units in the help system for more MKS UNITS SPECIFIED FOR INTERNAL LENGTH (l) = METER (M) MASS (M) = KILOGRAM (KG) TIME (t) = SECOND (SEC) TEMPERATURE (T) = CELSIUS (C) TOFFSET = 273.0 CHARGE (Q) = COULOMB FORCE (f) = NEWTON (N) (KG-M/SEC2) HEAT = JOULE (N-M) PRESSURE = PASCAL (NEWTON/M**2) ENERGY (W) = JOULE (N-M) POWER (P) = WATT (N-M/SEC) CURRENT (i) = AMPERE (COULOMBS/SEC) CAPACITANCE (C) = FARAD INDUCTANCE (L) = HENRY MAGNETIC FLUX = WEBER RESISTANCE (R) = OHM ELECTRIC POTENTIAL = VOLT INPUT UNITS ARE ALSO SET TO MKS *** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 2020 R1 20.1 *** DISTRIBUTED ANSYS Mechanical Enterprise 00214406 VERSION=LINUX x64 20:30:19 FEB 09, 2024 CP= 1.045 SRM_6_10_support--Modal (K5) ***** ANSYS ANALYSIS DEFINITION (PREP7) ***** *********** Nodes for the whole assembly *********** *********** Elements for Body 1 "Housing\LeftFoot" *********** *********** Elements for Body 2 "Housing\RightFoot" *********** *********** Elements for Body 3 "Housing\NDE_EB" *********** *********** Elements for Body 5 "Housing\DE_EB" *********** *********** Elements for Body 6 "Housing\Frame" *********** *********** Elements for Body 8 "Coil\Coil 1" *********** *********** Elements for Body 9 "Coil\Coil 2" *********** *********** Elements for Body 10 "Coil\Coil 3" *********** *********** Elements for Body 11 "Coil\Coil 4" *********** *********** Elements for Body 12 "Coil\Coil 5" *********** *********** Elements for Body 13 "Coil\Coil 6" *********** *********** Elements for Body 14 "Stator\Stator" *********** *********** Elements for Body 16 "Supporter\Supporter" *********** *********** Send User Defined Coordinate System(s) *********** *********** Set Reference Temperature *********** *********** Send Materials *********** *********** Create Contact "Contact Region" *********** Real Constant Set For Above Contact Is 18 & 17 *********** Create Contact "Contact Region 2" *********** Real Constant Set For Above Contact Is 20 & 19 *********** Create Contact "Contact Region 3" *********** Real Constant Set For Above Contact Is 22 & 21 *********** Fixed Supports *********** ***** ROUTINE COMPLETED ***** CP = 3.907 --- Number of total nodes = 199479 --- Number of contact elements = 23286 --- Number of spring elements = 0 --- Number of bearing elements = 0 --- Number of solid elements = 78527 --- Number of condensed parts = 0 --- Number of total elements = 101813 *GET _WALLBSOL FROM ACTI ITEM=TIME WALL VALUE= 20.5052778 ***** ANSYS SOLUTION ROUTINE ***** PERFORM A MODAL ANALYSIS THIS WILL BE A NEW ANALYSIS PARAMETER _THICKRATIO = 1.000000000 USE SYM. BLOCK LANCZOS MODE EXTRACTION METHOD EXTRACT 1 MODES EXTRACT FREQUENCIES IN THE RANGE 0.0000 TO 9000.0 NORMALIZE THE MODE SHAPES TO THE MASS MATRIX 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 ETMP ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES EXPAND ALL EXTRACTED MODES DO NOT CALCULATE ELEMENT RESULTS *GET ANSINTER_ FROM ACTI ITEM=INT VALUE= 0.00000000 *IF ANSINTER_ ( = 0.00000 ) NE 0 ( = 0.00000 ) THEN *ENDIF *** NOTE *** CP = 4.069 TIME= 20:30:19 The automatic domain decomposition logic has selected the MESH domain decomposition method with 4 processes per solution. ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 4.158 TIME= 20:30:19 Element shape checking is currently inactive. Issue SHPP,ON or SHPP,WARN to reactivate, if desired. *** NOTE *** CP = 4.684 TIME= 20:30:20 The model data was checked and warning messages were found. Please review output or errors file ( /gpfs_common/share01/Support/smashet/VM0.err ) for these warning messages. *** SELECTION OF ELEMENT TECHNOLOGIES FOR APPLICABLE ELEMENTS *** --- GIVE SUGGESTIONS AND RESET THE KEY OPTIONS --- ELEMENT TYPE 1 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 2 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 3 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. ELEMENT TYPE 4 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 5 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. ELEMENT TYPE 6 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. ELEMENT TYPE 7 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 8 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 9 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 10 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 11 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 12 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 13 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 14 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. ELEMENT TYPE 15 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 16 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. *** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 2020 R1 20.1 *** DISTRIBUTED ANSYS Mechanical Enterprise 00214406 VERSION=LINUX x64 20:30:20 FEB 09, 2024 CP= 4.766 SRM_6_10_support--Modal (K5) 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 . . . . . . . . . . . . . . . . .MODAL EXTRACTION METHOD. . . . . . . . . . . . . .BLOCK LANCZOS OFFSET TEMPERATURE FROM ABSOLUTE ZERO . . . . . 273.15 NUMBER OF MODES TO EXTRACT. . . . . . . . . . . 1 MODAL EXTRACTION RANGE. . . . . . . . . . . . . 0.0000 TO 9000.0 GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC NUMBER OF MODES TO EXPAND . . . . . . . . . . .ALL ELEMENT RESULTS CALCULATION . . . . . . . . . .OFF *** NOTE *** CP = 5.259 TIME= 20:30:20 The conditions for direct assembly have been met. No .emat or .erot files will be produced. *** WARNING *** CP = 8.340 TIME= 20:30:21 Node 28366 connects both contact element 141518 and target element 144626. Please check the model carefully. *** NOTE *** CP = 8.447 TIME= 20:30:21 Symmetric Deformable- deformable contact pair identified by real constant set 17 and contact element type 17 has been set up. The companion pair has real constant set ID 18. Both pairs should have the same behavior. ANSYS will deactivate the current pair and keep its companion pair, resulting in asymmetric contact. Linear contact is defined Contact algorithm: Augmented Lagrange method Contact detection at: Gauss integration point Contact stiffness factor FKN 10.000 The resulting initial contact stiffness 0.53275E+16 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.46363E-03 Default opening contact stiffness OPSF will be used. Default tangent stiffness factor FKT 1.0000 Use constant contact stiffness Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 0.63040E-02 Average contact pair depth 0.46363E-02 Default pinball region factor PINB 0.25000 The resulting pinball region 0.11591E-02 Initial penetration/gap is excluded. Bonded contact (always) is defined. *** NOTE *** CP = 8.448 TIME= 20:30:21 Min. Initial gap 4.984699667E-04 was detected between contact element 128744 and target element 133825. The gap is closed due to initial settings. **************************************** *** NOTE *** CP = 8.448 TIME= 20:30:21 Symmetric Deformable- deformable contact pair identified by real constant set 18 and contact element type 17 has been set up. The companion pair has real constant set ID 17. Both pairs should have the same behavior. ANSYS will keep the current pair and deactivate its companion pair, resulting in asymmetric contact. Linear contact is defined Contact algorithm: Augmented Lagrange method Contact detection at: Gauss integration point Contact stiffness factor FKN 10.000 The resulting initial contact stiffness 0.53275E+16 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.32612E-03 Default opening contact stiffness OPSF will be used. Default tangent stiffness factor FKT 1.0000 Use constant contact stiffness Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 0.68338E-02 Average contact pair depth 0.32612E-02 Default pinball region factor PINB 0.25000 The resulting pinball region 0.81531E-03 Initial penetration/gap is excluded. Bonded contact (always) is defined. *** NOTE *** CP = 8.448 TIME= 20:30:21 Min. Initial gap 4.981302685E-04 was detected between contact element 131296 and target element 125541. The gap is closed due to initial settings. *WARNING*: The geometric gap/penetration may be too large. Increase pinball radius if it is a true geometric gap/penetration. Decrease pinball if it is a false one. **************************************** *** NOTE *** CP = 8.448 TIME= 20:30:21 Symmetric Deformable- deformable contact pair identified by real constant set 19 and contact element type 19 has been set up. The companion pair has real constant set ID 20. Both pairs should have the same behavior. ANSYS will deactivate the current pair and keep its companion pair, resulting in asymmetric contact. Linear contact is defined Contact algorithm: Augmented Lagrange method Contact detection at: Gauss integration point Contact stiffness factor FKN 10.000 The resulting initial contact stiffness 0.53500E+16 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.46168E-03 Default opening contact stiffness OPSF will be used. Default tangent stiffness factor FKT 1.0000 Use constant contact stiffness Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 0.58777E-02 Average contact pair depth 0.46168E-02 Default pinball region factor PINB 0.25000 *WARNING*: The default pinball radius may be too small to capture contacting zone under small sliding assumption. Redefine the pinball radius if necessary. The resulting pinball region 0.11542E-02 Initial penetration/gap is excluded. Bonded contact (always) is defined. *** NOTE *** CP = 8.448 TIME= 20:30:21 No contact was detected for this contact pair. **************************************** *** NOTE *** CP = 8.448 TIME= 20:30:21 Symmetric Deformable- deformable contact pair identified by real constant set 20 and contact element type 19 has been set up. The companion pair has real constant set ID 19. Both pairs should have the same behavior. ANSYS will keep the current pair and deactivate its companion pair, resulting in asymmetric contact. Linear contact is defined Contact algorithm: Augmented Lagrange method Contact detection at: Gauss integration point Contact stiffness factor FKN 10.000 The resulting initial contact stiffness 0.53500E+16 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.38180E-03 Default opening contact stiffness OPSF will be used. Default tangent stiffness factor FKT 1.0000 Use constant contact stiffness Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 0.55620E-02 Average contact pair depth 0.38180E-02 Default pinball region factor PINB 0.25000 The resulting pinball region 0.95451E-03 Initial penetration/gap is excluded. Bonded contact (always) is defined. *** NOTE *** CP = 8.448 TIME= 20:30:21 No contact was detected for this contact pair. **************************************** *** NOTE *** CP = 8.448 TIME= 20:30:21 Symmetric Deformable- deformable contact pair identified by real constant set 21 and contact element type 21 has been set up. The companion pair has real constant set ID 22. Both pairs should have the same behavior. ANSYS will keep the current pair and deactivate its companion pair, resulting in asymmetric contact. Linear contact is defined Contact algorithm: Augmented Lagrange method Contact detection at: Gauss integration point *WARNING*: Certain nodes (for example 29312) are used in both contact and target elements. Please check your model carefully. Contact stiffness factor FKN 10.000 The resulting initial contact stiffness 0.85114E+16 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.46996E-03 Default opening contact stiffness OPSF will be used. Default tangent stiffness factor FKT 1.0000 Use constant contact stiffness Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 0.68413E-02 Average contact pair depth 0.46996E-02 Default pinball region factor PINB 0.25000 The resulting pinball region 0.11749E-02 Initial penetration/gap is excluded. Bonded contact (always) is defined. *** NOTE *** CP = 8.448 TIME= 20:30:21 Max. Initial penetration 1.439972824E-05 was detected between contact element 142043 and target element 145078. You may move entire target surface by : x= -4.290673891E-06, y= -1.374562238E-05, z= 1.250024598E-08,to reduce initial penetration. **************************************** *** NOTE *** CP = 8.448 TIME= 20:30:21 Symmetric Deformable- deformable contact pair identified by real constant set 22 and contact element type 21 has been set up. The companion pair has real constant set ID 21. Both pairs should have the same behavior. ANSYS will deactivate the current pair and keep its companion pair, resulting in asymmetric contact. Linear contact is defined Contact algorithm: Augmented Lagrange method Contact detection at: Gauss integration point Contact stiffness factor FKN 10.000 The resulting initial contact stiffness 0.85114E+16 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.42416E-03 Default opening contact stiffness OPSF will be used. Default tangent stiffness factor FKT 1.0000 Use constant contact stiffness Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 0.71884E-02 Average contact pair depth 0.42416E-02 Default pinball region factor PINB 0.25000 The resulting pinball region 0.10604E-02 Initial penetration/gap is excluded. Bonded contact (always) is defined. *** NOTE *** CP = 8.448 TIME= 20:30:21 Max. Initial penetration 1.402604072E-05 was detected between contact element 143587 and target element 140577. You may move entire target surface by : x= 4.108915821E-06, y= 1.341068788E-05, z= -8.926445102E-09,to reduce initial penetration. **************************************** D I S T R I B U T E D D O M A I N D E C O M P O S E R ...Number of elements: 101813 ...Number of nodes: 199479 ...Decompose to 4 CPU domains ...Element load balance ratio = 1.131 L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 1 THERMAL STRAINS INCLUDED IN THE LOAD VECTOR . . YES PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL ETMP ALL *** WARNING *** CP = 13.926 TIME= 20:30:23 Node 28366 connects both contact element 141518 and target element 144626. Please check the model carefully. *********** PRECISE MASS SUMMARY *********** TOTAL RIGID BODY MASS MATRIX ABOUT ORIGIN Translational mass | Coupled translational/rotational mass 21.389 0.0000 0.0000 | 0.0000 -0.90072 0.12533E-07 0.0000 21.389 0.0000 | 0.90072 0.0000 -0.20502 0.0000 0.0000 21.389 | -0.12533E-07 0.20502 0.0000 ------------------------------------------ | ------------------------------------------ | Rotational mass (inertia) | 0.16596 0.19623E-08 -0.42579E-02 | 0.19623E-08 0.16572 -0.30678E-03 | -0.42579E-02 -0.30678E-03 0.12766 TOTAL MASS = 21.389 The mass principal axes coincide with the global Cartesian axes CENTER OF MASS (X,Y,Z)= -0.95851E-02 -0.58592E-09 -0.42111E-01 TOTAL INERTIA ABOUT CENTER OF MASS 0.12803 0.20825E-08 0.43756E-02 0.20825E-08 0.12582 -0.30678E-03 0.43756E-02 -0.30678E-03 0.12569 PRINCIPAL INERTIAS = 0.13139 0.12584 0.12231 ORIENTATION VECTORS OF THE INERTIA PRINCIPAL AXES IN GLOBAL CARTESIAN ( 0.792,-0.034, 0.610) ( 0.069, 0.997,-0.034) (-0.607, 0.069, 0.792) *** MASS SUMMARY BY ELEMENT TYPE *** TYPE MASS 1 1.46593 2 1.46593 3 2.38583 4 0.844668E-02 5 2.39428 6 3.11735 7 0.194010 8 0.656604 9 0.656604 10 0.656604 11 0.656604 12 0.656604 13 0.656604 14 5.17225 15 0.115922 16 1.12991 Range of element maximum matrix coefficients in global coordinates Maximum = 1.209017529E+11 at element 142866. Minimum = 154027000 at element 14117. *** ELEMENT MATRIX FORMULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 4410 SOLID186 0.770 0.000175 2 4410 SOLID186 0.766 0.000174 3 5320 SOLID187 0.410 0.000077 4 120 SOLID186 0.019 0.000161 5 4698 SOLID187 0.367 0.000078 6 16994 SOLID187 1.377 0.000081 7 1020 SOLID186 0.173 0.000169 8 1648 SOLID186 0.274 0.000166 9 1872 SOLID186 0.310 0.000166 10 1820 SOLID186 0.315 0.000173 11 1820 SOLID186 0.309 0.000170 12 1872 SOLID186 0.291 0.000156 13 1660 SOLID186 0.273 0.000164 14 23673 SOLID187 1.817 0.000077 15 1152 SOLID186 0.180 0.000157 16 6038 SOLID187 0.462 0.000077 17 5625 CONTA174 0.557 0.000099 18 5625 TARGE170 0.058 0.000010 19 3061 CONTA174 0.180 0.000059 20 3061 TARGE170 0.027 0.000009 21 2957 CONTA174 0.292 0.000099 22 2957 TARGE170 0.024 0.000008 Time at end of element matrix formulation CP = 17.4281845. *** NOTE *** CP = 18.059 TIME= 20:30:28 The initial memory allocation (-m) has been exceeded. Supplemental memory allocations are being used. BLOCK LANCZOS CALCULATION OF UP TO 1 EIGENVECTORS. NUMBER OF EQUATIONS = 586407 MAXIMUM WAVEFRONT = 306 MAXIMUM MODES STORED = 1 MINIMUM EIGENVALUE = 0.00000E+00 MAXIMUM EIGENVALUE = 0.90000E+04 Local memory allocated for solver = 1697.014 MB Local memory required for in-core solution = 1616.703 MB Local memory required for out-of-core solution = 453.403 MB Total memory allocated for solver = 6157.436 MB Total memory required for in-core solution = 5866.349 MB Total memory required for out-of-core solution = 1653.398 MB *** NOTE *** CP = 26.151 TIME= 20:30:37 The Distributed Sparse Matrix Solver used by the Block Lanczos eigensolver 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. *** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 2020 R1 20.1 *** DISTRIBUTED ANSYS Mechanical Enterprise 00214406 VERSION=LINUX x64 20:30:57 FEB 09, 2024 CP= 45.728 SRM_6_10_support--Modal (K5) *** FREQUENCIES FROM BLOCK LANCZOS ITERATION *** MODE FREQUENCY (HERTZ) FREQUENCY RANGE REQUESTED= 0.00000 9000.00 1 1167.183134916 *** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 2020 R1 20.1 *** DISTRIBUTED ANSYS Mechanical Enterprise 00214406 VERSION=LINUX x64 20:30:57 FEB 09, 2024 CP= 46.053 SRM_6_10_support--Modal (K5) ***** PARTICIPATION FACTOR CALCULATION ***** X DIRECTION CUMULATIVE RATIO EFF.MASS MODE FREQUENCY PERIOD PARTIC.FACTOR RATIO EFFECTIVE MASS MASS FRACTION TO TOTAL MASS 1 1167.18 0.85676E-03 -0.98623E-02 1.000000 0.972652E-04 1.00000 0.454734E-05 ----------------------------------------------------------------------------------------------------------------- sum 0.972652E-04 0.454734E-05 ----------------------------------------------------------------------------------------------------------------- ***** PARTICIPATION FACTOR CALCULATION ***** Y DIRECTION CUMULATIVE RATIO EFF.MASS MODE FREQUENCY PERIOD PARTIC.FACTOR RATIO EFFECTIVE MASS MASS FRACTION TO TOTAL MASS 1 1167.18 0.85676E-03 3.4517 1.000000 11.9145 1.00000 0.557026 ----------------------------------------------------------------------------------------------------------------- sum 11.9145 0.557026 ----------------------------------------------------------------------------------------------------------------- ***** PARTICIPATION FACTOR CALCULATION ***** Z DIRECTION CUMULATIVE RATIO EFF.MASS MODE FREQUENCY PERIOD PARTIC.FACTOR RATIO EFFECTIVE MASS MASS FRACTION TO TOTAL MASS 1 1167.18 0.85676E-03 -0.23187E-01 1.000000 0.537632E-03 1.00000 0.251354E-04 ----------------------------------------------------------------------------------------------------------------- sum 0.537632E-03 0.251354E-04 ----------------------------------------------------------------------------------------------------------------- ***** PARTICIPATION FACTOR CALCULATION *****ROTX DIRECTION CUMULATIVE RATIO EFF.MASS MODE FREQUENCY PERIOD PARTIC.FACTOR RATIO EFFECTIVE MASS MASS FRACTION TO TOTAL MASS 1 1167.18 0.85676E-03 0.19202 1.000000 0.368728E-01 1.00000 0.222185 ----------------------------------------------------------------------------------------------------------------- sum 0.368728E-01 0.222185 ----------------------------------------------------------------------------------------------------------------- ***** PARTICIPATION FACTOR CALCULATION *****ROTY DIRECTION CUMULATIVE RATIO EFF.MASS MODE FREQUENCY PERIOD PARTIC.FACTOR RATIO EFFECTIVE MASS MASS FRACTION TO TOTAL MASS 1 1167.18 0.85676E-03 0.23377E-02 1.000000 0.546496E-05 1.00000 0.329771E-04 ----------------------------------------------------------------------------------------------------------------- sum 0.546496E-05 0.329771E-04 ----------------------------------------------------------------------------------------------------------------- ***** PARTICIPATION FACTOR CALCULATION *****ROTZ DIRECTION CUMULATIVE RATIO EFF.MASS MODE FREQUENCY PERIOD PARTIC.FACTOR RATIO EFFECTIVE MASS MASS FRACTION TO TOTAL MASS 1 1167.18 0.85676E-03 0.12776 1.000000 0.163233E-01 1.00000 0.127867 ----------------------------------------------------------------------------------------------------------------- sum 0.163233E-01 0.127867 ----------------------------------------------------------------------------------------------------------------- *** NOTE *** CP = 46.053 TIME= 20:30:57 The modes requested are mass normalized (Nrmkey on MODOPT). However, the modal masses and kinetic energies below are calculated with unit normalized modes. ***** MODAL MASSES, KINETIC ENERGIES, AND TRANSLATIONAL EFFECTIVE MASSES SUMMARY ***** EFFECTIVE MASS MODE FREQUENCY MODAL MASS KENE | X-DIR RATIO% Y-DIR RATIO% Z-DIR RATIO% 1 1167. 4.691 0.1261E+09 | 0.9727E-04 0.00 11.91 55.70 0.5376E-03 0.00 -------------------------------------------------------------------------------------------------------------- sum | 0.9727E-04 0.00 11.91 55.70 0.5376E-03 0.00 -------------------------------------------------------------------------------------------------------------- *** ANSYS BINARY FILE STATISTICS BUFFER SIZE USED= 16384 9.000 MB WRITTEN ON ELEMENT SAVED DATA FILE: VM0.esav 154.375 MB WRITTEN ON ASSEMBLED MATRIX FILE: VM0.full 4.562 MB WRITTEN ON MODAL MATRIX FILE: VM0.mode 10.062 MB WRITTEN ON RESULTS FILE: VM0.rst *************** Write FE CONNECTORS ********* WRITE OUT CONSTRAINT EQUATIONS TO FILE= file.ce *GET _NMODALSOLPROC FROM ACTI ITEM=NUMC VALUE= 4.00000000 FINISH SOLUTION PROCESSING ***** ROUTINE COMPLETED ***** CP = 49.713 PRINTOUT RESUMED BY /GOP *GET _WALLASOL FROM ACTI ITEM=TIME WALL VALUE= 20.5177778 *** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 2020 R1 20.1 *** DISTRIBUTED ANSYS Mechanical Enterprise 00214406 VERSION=LINUX x64 20:31:04 FEB 09, 2024 CP= 49.745 SRM_6_10_support--Modal (K5) ***** ANSYS RESULTS INTERPRETATION (POST1) ***** *** NOTE *** CP = 49.746 TIME= 20:31:04 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). PRINTOUT RESUMED BY /GOP 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 = 49.862 PRINTOUT RESUMED BY /GOP *GET _WALLDONE FROM ACTI ITEM=TIME WALL VALUE= 20.5177778 PARAMETER _PREPTIME = 0.000000000 PARAMETER _SOLVTIME = 45.00000000 PARAMETER _POSTTIME = 0.000000000 PARAMETER _TOTALTIM = 45.00000000 *GET _DLBRATIO FROM ACTI ITEM=SOLU DLBR VALUE= 1.13077563 *GET _COMBTIME FROM ACTI ITEM=SOLU COMB VALUE= 5.60091592 --- Total number of nodes = 199479 --- Total number of elements = 101813 --- Element load balance ratio = 1.13077563 --- Time to combine distributed files = 5.60091592 ***** END OF INPUT ENCOUNTERED ***** PURGE ALL SOLUTION AND POST DATA SAVE ALL MODEL DATA ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= VM.db FOR POSSIBLE RESUME FROM THIS POINT NUMBER OF WARNING MESSAGES ENCOUNTERED= 4 NUMBER OF ERROR MESSAGES ENCOUNTERED= 0 +--------- D I S T R I B U T E D A N S Y S S T A T I S T I C S ------------+ Release: 2020 R1 Build: 20.1 Update: UP20191203 Platform: LINUX x64 Date Run: 02/09/2024 Time: 20:31 Process ID: 215513 Operating System: CentOS Linux release 7.9.2009 (Core) Processor Model: Intel(R) Xeon(R) Gold 6130 CPU @ 2.10GHz Compiler: Intel(R) FORTRAN Compiler Version 19.0.0 (Build: 20190206) Intel(R) C/C++ Compiler Version 19.0.0 (Build: 20190206) Intel(R) Math Kernel Library Version 2019.0.3 Product Build 20190125 Number of machines requested : 1 Total number of cores available : 32 Number of physical cores available : 32 Number of processes requested : 4 Number of threads per process requested : 1 Total number of cores requested : 4 (Distributed Memory Parallel) MPI Type: INTELMPI MPI Version: Intel(R) MPI Library 2018 Update 3 for Linux* OS GPU Acceleration: Not Requested Job Name: VM0 Input File: VM.215092 Core Machine Name Working Directory ----------------------------------------------------- 0 c045n03 /gpfs_common/share01/Support/smashet 1 c045n03 /gpfs_common/share01/Support/smashet 2 c045n03 /gpfs_common/share01/Support/smashet 3 c045n03 /gpfs_common/share01/Support/smashet Latency time from master to core 1 = 2.324 microseconds Latency time from master to core 2 = 2.832 microseconds Latency time from master to core 3 = 2.879 microseconds Communication speed from master to core 1 = 6148.15 MB/sec Communication speed from master to core 2 = 3528.22 MB/sec Communication speed from master to core 3 = 3359.02 MB/sec Total CPU time for main thread : 38.4 seconds Total CPU time summed for all threads : 51.0 seconds Elapsed time spent obtaining a license : 0.9 seconds Elapsed time spent pre-processing model (/PREP7) : 0.8 seconds Elapsed time spent solution - preprocessing : 3.0 seconds Elapsed time spent computing solution : 34.4 seconds Elapsed time spent solution - postprocessing : 5.6 seconds Elapsed time spent post-processing model (/POST1) : 0.0 seconds Eigensolver used : Block Lanczos Equation solver computational rate : 83.8 Gflops Equation solver effective I/O rate : 27.8 GB/sec Maximum total memory used : 10652.0 MB Maximum total memory allocated : 13343.0 MB Total physical memory available : 188 GB Total amount of I/O written to disk : 1.9 GB Total amount of I/O read from disk : 0.9 GB +------ E N D D I S T R I B U T E D A N S Y S S T A T I S T I C S -------+ *---------------------------------------------------------------------------* | | | DISTRIBUTED ANSYS RUN COMPLETED | | | |---------------------------------------------------------------------------| | | | Ansys 2020 R1 Build 20.1 UP20191203 LINUX x64 | | | |---------------------------------------------------------------------------| | | | Database Requested(-db) 1024 MB Scratch Memory Requested 1024 MB | | Maximum Database Used 129 MB Maximum Scratch Memory Used 2836 MB | | | |---------------------------------------------------------------------------| | | | CP Time (sec) = 51.000 Time = 20:31:05 | | Elapsed Time (sec) = 50.000 Date = 02/09/2024 | | | *---------------------------------------------------------------------------* ------------------------------------------------------------ Sender: LSF System Subject: Job 87738: <#!/bin/bash; #BSUB -n 4;#BSUB -W 10;#BSUB -R span[ptile=4] ;#BSUB -e err.%J;#BSUB -o out.%J; module load ansys;ansys201 -dis -np 4 -j VM -b < vm2.dat -dir /share/$GROUP/$USER> in cluster Done Job <#!/bin/bash; #BSUB -n 4;#BSUB -W 10;#BSUB -R span[ptile=4] ;#BSUB -e err.%J;#BSUB -o out.%J; module load ansys;ansys201 -dis -np 4 -j VM -b < vm2.dat -dir /share/$GROUP/$USER> was submitted from host by user in cluster at Fri Feb 9 20:30:05 2024 Job was executed on host(s) <4*hostname>, in queue , as user in cluster at Fri Feb 9 20:30:05 2024 was used as the home directory. was used as the working directory. Started at Fri Feb 9 20:30:05 2024 Terminated at Fri Feb 9 20:31:06 2024 Results reported at Fri Feb 9 20:31:06 2024 Your job looked like: ------------------------------------------------------------ # LSBATCH: User input #!/bin/bash #BSUB -n 4 #BSUB -W 10 #BSUB -R span[ptile=4] #BSUB -e err.%J #BSUB -o out.%J module load ansys ansys201 -dis -np 4 -j VM -b < vm2.dat -dir /share/$GROUP/$USER ------------------------------------------------------------ Successfully completed. Resource usage summary: CPU time : 195.00 sec. Max Memory : 8 GB Average Memory : 6.00 GB Total Requested Memory : - Delta Memory : - Max Swap : - Max Processes : 8 Max Threads : 10 Run time : 70 sec. Turnaround time : 61 sec. The output (if any) is above this job summary. PS: Read file for stderr output of this job.