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.
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=084688761b2bd0908017dc61ec4bcb4d