Importing customized results into HV via csv file
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.
Answers
-
Hi,
Kindly look at the post below for an explanation on using generic ascii reader of Hyperview. I hope it helps.
https://community.altair.com/community?id=community_question&sys_id=084688761b2bd0908017dc61ec4bcb4d0
Altair Employee