Jump to content

mzafar

Members
  • Content Count

    2
  • Joined

  • Last visited

About mzafar

  • Rank
    Newbie

Profile Information

  • Country
    Germany
  • Are you University user?
    Yes
  1. Hello, I am trying to import a csv-file containing Element-ID's with the corresponding custom results. I have done a little research and got to know the generic ASCII reader for which I have to create the csv file with a specific header. My csv file looks like this: ALTAIR ASCII FILE $DELIMITER = , $TITLE = STATIC ANALYSIS $SUBCASE_ID = 1 Unit_force $BINDING = ELEMENT $COLUMN_INFO = ENTITY_ID $RESULT_TYPE = My_Result(s) 1, 26 2, 12 3, 10 4, 11 5, 25 6, 9 7, 28 8, 27 9 7 10, 8 11, 31 12, 15 13, 32 14, 14 15, 21 16, 13 17, 33 18, 34 19, 29 20, 3 21, 2 22, 36 When creating the csv-file, I change the file name ending from ".csv" to ".hwascii". In HV I try to load the model via a fem-file and the results file via the created hwascii-file (see above). Unfortunately, this doesnt work as I always get the following errors: "INFO" "20:15:13" "Error: missing reader or invalid 'path' attribute for resource (model): "C:\Users\Mortasa\Documents\Test_LS_Model\LS_Model_15_15_solverdeck_mit_zusatz.fem"" "INFO" "20:15:13" "Error: exception occured (Model Adapter: AddInstruction failed)." "INFO" "20:15:13" "Error: invalid resource (model) attribute for 'add' instruction (model)." "INFO" "20:15:13" "Error: failed to load resource 'model' using reader 'ResultModule XML Reader'." "INFO" "20:15:13" "Error: can't compile analysis object (resource : model)." "INFO" "20:15:13" "Error: can't compile analysis object (resource : Resource_1)." "INFO" "20:15:13" "Error: missing reader or invalid 'path' attribute for resource (Resource_1): "C:\Users\Mortasa\Documents\Test_LS_Model\a.hwascii"" "INFO" "20:15:13" "Error creating result math analysis [General]" My fem-file looks like this: $$ $$ Optistruct Input Deck Generated by HyperMesh Version : 2017.2.0.16 $$ Generated using HyperMesh-Optistruct Template Version : edu2017.2 $$ $$ Template: optistruct $$ $$ $$ optistruct $ ELFORCE = ALL $$------------------------------------------------------------------------------$ $$ Case Control Cards $ $$------------------------------------------------------------------------------$ $ $HMNAME LOADSTEP 1"Unit_force" 1 $ SUBCASE 1 LABEL Unit_force ANALYSIS STATICS SPC = 2 LOAD = 1 $$-------------------------------------------------------------- $$ HYPERMESH TAGS $$-------------------------------------------------------------- $$BEGIN TAGS $$END TAGS $ BEGIN BULK $$ $$ Stacking Information for Ply-Based Composite Definition $$ PARAM,K6ROT,100. PARAM,POST,-1 $$ $$ GRID Data $$ GRID 1 -25.0 0.0 -50.0 GRID 2 -25.0 0.0 -45.0 GRID 3 -25.0 0.0 -40.0 GRID 4 -25.0 0.0 -35.0 GRID 5 -25.0 0.0 -30.0 GRID 6 -25.0 0.0 -25.0 GRID 7 -20.0 0.0 -25.0 GRID 8 -15.0 0.0 -25.0 GRID 9 -10.0 0.0 -25.0 ...... $HMNAME BEAMSECTCOLS 1"BEAMSECTCOL_1" $HMNAME BEAMSECTS $ 1 1"CBAR_Prop" $ 1 0 24 0 1.0 1.0 0.0 0.0 0.0 $ 0.0 1 $HMNAME BEAMSECTS RESULTS_AREA 19.63 $HMNAME BEAMSECTS RESULTS_CENTROID 0.0 0.0 $HMNAME BEAMSECTS RESULTS_IUSER 0.0 0.0 0.0 $HMNAME BEAMSECTS RESULTS_ICENTROID 0.0 0.0 0.0 $HMNAME BEAMSECTS RESULTS_IPRINCIPAL 0.0 0.0 $HMNAME BEAMSECTS RESULTS_THETA 0.0 $HMNAME BEAMSECTS RESULTS_S 0.0 0.0 $HMNAME BEAMSECTS RESULTS_Z 0.0 0.0 $HMNAME BEAMSECTS RESULTS_SP 0.0 0.0 $HMNAME BEAMSECTS RESULTS_ZP 0.0 0.0 $HMNAME BEAMSECTS RESULTS_RADIUSG 0.0 $HMNAME BEAMSECTS RESULTS_COORDEXT 0.0 0.0 $HMNAME BEAMSECTS RESULTS_COORDEXTP 0.0 0.0 $HMNAME BEAMSECTS RESULTS_SHEARCENTER 0.0 0.0 $HMNAME BEAMSECTS RESULTS_SHEARCENTERP 0.0 0.0 $HMNAME BEAMSECTS RESULTS_ELASTICCENTER0.0 0.0 $HMNAME BEAMSECTS RESULTS_SHEARDEFORM 0.0 0.0 0.0 $HMNAME BEAMSECTS RESULTS_PRINCIPALSHEAR 0.0 0.0 $HMNAME BEAMSECTS RESULTS_SHEARANGLE 0.0 $HMNAME BEAMSECTS RESULTS_SHEARSTIFF 0.0 0.0 0.0 $HMNAME BEAMSECTS RESULTS_J 0.0 $HMNAME BEAMSECTS RESULTS_GAMMA0.0 $HMNAME BEAMSECTS RESULTS_EMT 0.0 $HMNAME BEAMSECTS RESULTS_PMT 0.0 $HMNAME BEAMSECTS RESULTS_TORSIONCOEFF 0.0 0.0 $HMNAME BEAMSECTS RESULTS_NUMBEROFCELLS 0 $HMNAME BEAMSECTS RESULTS_GLOBALCENTROID 0.0 0.0 0.0 $HMNAME BEAMSECTS END $$ $$ RBE2 Elements - Multiple dependent nodes $$ RBE2 601 683 123456 37 38 39 90 91 + 92 93 94 95 96 181 182 184 + 185 187 188 189 190 193 194 195 + 223 224 225 226 311 312 314 315 + 317 318 319 320 $ $HMMOVE 5 $ 601 $$ $$ CBAR Elements $$ CBAR 602 2 62 61.0 2.368-140.0 BGG $ $HMMOVE 4 $ 602 $$ $$ CQUAD4 Elements $$ CQUAD4 1 1 22 25 26 21 CQUAD4 2 1 21 26 12 13 CQUAD4 3 1 25 9 10 26 CQUAD4 4 1 26 10 11 12 CQUAD4 5 1 23 27 25 22 CQUAD4 6 1 27 8 9 25 CQUAD4 7 1 4 5 28 24 CQUAD4 8 1 24 28 27 23 CQUAD4 9 1 5 6 7 28 CQUAD4 10 1 28 7 8 27 CQUAD4 11 1 18 29 31 17 CQUAD4 12 1 17 31 15 16 CQUAD4 13 1 29 30 32 31 ....... $ $HMMOVE 2 $ 1THRU 600 $$ $$------------------------------------------------------------------------------$ $$ HyperMesh name and color information for generic components $ $$------------------------------------------------------------------------------$ $HMNAME COMP 1"2D_Surface" $HWCOLOR COMP 1 4 $ $HMNAME COMP 2"2D_Mesh" 1 "LS_Prop" 4 $HWCOLOR COMP 2 5 $ $HMNAME COMP 4"CBAR" 2 "CBAR_Prop" 3 $HWCOLOR COMP 4 17 $ $HMNAME COMP 5"RBE2" $HWCOLOR COMP 5 25 $ $ $ $$ $$ PSHELL Data $$ $HMNAME PROP 1"LS_Prop" 4 $HWCOLOR PROP 1 21 PSHELL 1 11.5 1 1 0.0 $$ $$ $$ $$ PBAR Data $$ $HMNAME PROP 2"CBAR_Prop" 3 $HWCOLOR PROP 2 24 $HMBEAMSEC PBARASSOC 2 1 PBAR 2 119.63 0.0 0.0 0.0 0.0 $$ $$ MAT1 Data $$ $HMNAME MAT 1"Steel" "MAT1" $HWCOLOR MAT 1 20 MAT1 1210000.0 0.3 7.82-9 $$ $$------------------------------------------------------------------------------$ $$ HyperMesh Commands for loadcollectors name and color information $ $$------------------------------------------------------------------------------$ $HMNAME LOADCOL 1"Force" $HWCOLOR LOADCOL 1 6 $$ $HMNAME LOADCOL 2"Constraints" $HWCOLOR LOADCOL 2 7 $$ $$ $$ SPC Data $$ SPC 2 378 123456 0.0 SPC 2 379 123456 0.0 SPC 2 380 123456 0.0 SPC 2 381 123456 0.0 SPC 2 382 123456 0.0 SPC 2 383 123456 0.0 SPC 2 384 123456 0.0 SPC 2 385 123456 0.0 SPC 2 430 123456 0.0 SPC 2 431 123456 0.0 SPC 2 444 123456 0.0 SPC 2 445 123456 0.0 SPC 2 446 123456 0.0 SPC 2 447 123456 0.0 SPC 2 448 123456 0.0 SPC 2 449 123456 0.0 SPC 2 450 123456 0.0 SPC 2 451 123456 0.0 SPC 2 528 123456 0.0 SPC 2 529 123456 0.0 ........ $$ $$ FORCE Data $$ FORCE 1 683 01.0 1.0 0.0 0.0 ENDDATA $$ $$------------------------------------------------------------------------------$$ $$ Data Definition for AutoDV $$ $$------------------------------------------------------------------------------$$ $$ $$-----------------------------------------------------------------------------$$ $$ Design Variables Card for Control Perturbations $$ $$-----------------------------------------------------------------------------$$ $$ $$------------------------------------------------------------------------------$ $$ Domain Element Definitions $ $$------------------------------------------------------------------------------$ $$ $$------------------------------------------------------------------------------$$ $$ Control Perturbation $$ $$------------------------------------------------------------------------------$$ ALTDOCTAG "Q\5jUX^O3QoPMS0;2p2MI0DfFjM:gmml1Zb3@hkE:IBC:KF7cY;cEGYerq0fRQIBfEgMPcBYemflZIQAI@fQYNn78?90o[p6IQmg@UrL9T`];^R9NL\53XXX" ADI0.1.0 2019-08-26T20:18:55 1of1 HM11.0 ENDDOCTAG It has to be said that I am not able selecting any reader options via the button in the loading panel of HV, so I am not really sure, if the generic ASCII reader automatically comes into action when the user tries to load a hwascii-file via the load results panel or if the generic ASCII reader isnt available for usage with the student edition. I am using the HyperWorks student edition 2017.2. Hopefully you guys can help me out. Kind regards.
×
×
  • Create New...