[ GiDlist ] problems with postprocessing .flavia.res

Aldo_Ghisi · September 6, 2001, 7:13am

Hi,

I implemented an output useful for GiD from my FE code. Post process files
are in the new format, and you find them in the attachments.

But GiD finds this error in my result file .flavia.res:

Found EOF too early: in this line: 108 - Reading Results.
[this message appears in a info window]

Line 108 is the last line of the file .flavia.res
Therefore, I cannot post my results clearly; I see also a long list when I
select View Results - Contour Fill, but this is not what I want.

I use GiD 6.1.2.

Can anyone help me?
Thank you in advance
Aldo Ghisi

ALDO GHISI
Department of Structural Engineering
Politecnico di Milano
Piazza Leonardo da Vinci 32, 20133 Milano, Italy
Tel.: +39 02 2399 4218
Fax.: +39 02 2399 4220
E_mail: aldo.ghisi at polimi.it
-------------- next part --------------
GiD Post Results File 1.0
GaussPoints “Tria3_1_GP” ElemType Triangle “Tria3_1_GP”
Number of Gauss Points: 1
Natural Coordinates: Internal
End GaussPoints
GaussPoints “Quad4_4_GP” ElemType Quadrilateral “Quad4_4_GP”
Number of Gauss Points: 4
Natural Coordinates: Internal
End GaussPoints
Result “Displacements” “es03b” 1 Vector OnNodes
ResultRangesTable “ResultTable”
ComponentNames “X-DISPL”, “Y-DISPL”, “Z-DISPL”
Values
1 0.00000E+00 0.00000E+00
2 -6.86845E-04 -5.53398E-04
3 3.92894E-06 1.78447E-05
4 -6.78444E-04 2.13458E-05
5 0.00000E+00 0.00000E+00
6 -1.75166E-03 -9.27109E-04
7 -8.52555E-04 6.17414E-04
8 -1.73433E-03 2.70467E-05
9 -1.75616E-03 1.02228E-03
10 -2.85734E-03 -9.86065E-04
11 -2.90828E-03 2.83479E-05
12 -3.12001E-03 1.16769E-03
End Values
Result “Reactions” “es03b” 1 Vector OnNodes
ResultRangesTable “ResultTable”
ComponentNames “X-REAC”, “Y-REAC”, “Z-REAC”
Values
1 6.86845E-04 5.53398E-04
2 -3.92894E-06 -1.78447E-05
3 6.78444E-04 -2.13458E-05
4 1.75166E-03 9.27109E-04
5 8.52555E-04 -6.17414E-04
6 1.73433E-03 -2.70467E-05
7 1.75616E-03 -1.02228E-03
8 2.85734E-03 9.86065E-04
9 2.90828E-03 -2.83479E-05
10 3.12001E-03 -1.16769E-03
11 0.00000E+00 0.00000E+00
12 0.00000E+00 0.00000E+00
End Values
Result “Stress” “es03b” 1 Matrix OnNodes
ResultRangesTable “ResultTable”
ComponentNames “XX-STR”, “YY-STR”, “ZZ-STR” “XY-STR”
Values
1 -1.8839E+00 -4.4562E+00 -1.9020E+00 -1.5438E+00
2 -7.5555E-01 -2.4206E+00 -8.1245E-01 -1.1560E+00
3 -6.0784E-01 -1.4614E+00 -6.2076E-01 -1.1360E+00
4 -1.6667E-01 7.1489E-01 1.9710E-01 -1.0694E+00
5 3.5565E-01 2.1994E+00 7.6651E-01 -1.1039E+00
6 -3.3196E-01 -1.9817E+00 -4.8138E-01 -9.2480E-01
7 -7.6968E-02 3.3601E+00 8.6123E-01 -7.9987E-01
8 -3.5712E-01 -2.0002E-01 -1.3230E-01 -8.4685E-01
9 -9.0847E-01 1.5384E+00 9.8198E-02 -8.0979E-01
10 -4.4375E-01 -5.7841E-01 -2.5554E-01 -8.7097E-01
11 -1.3169E+00 2.9780E-01 -2.5478E-01 -1.0505E+00
12 -2.7428E+00 1.2572E+00 -3.7138E-01 -1.2572E+00
End Values
Result “Strains” “es03b” 1 Matrix OnNodes
ResultRangesTable “ResultTable”
ComponentNames “XX-EPS”, “YY-EPS”, “ZZ-EPS” “XY-EPS”
Values
1 7.8579E-07 -1.1068E-04 0.0000E+00 -1.3380E-04
2 2.0284E-06 -5.6583E-05 0.0000E+00 -6.0575E-05
3 5.6010E-07 -3.6426E-05 0.0000E+00 -9.8456E-05
4 -7.5831E-06 1.0640E-05 0.0000E+00 -5.0567E-05
5 -1.7804E-05 6.2092E-05 0.0000E+00 -9.5670E-05
6 3.2399E-06 -3.9940E-05 0.0000E+00 -3.4796E-05
7 -2.0411E-05 6.0200E-05 0.0000E+00 -3.4058E-05
8 -3.7766E-06 -1.2052E-05 0.0000E+00 -3.1415E-05
9 -1.7976E-05 1.6103E-05 0.0000E+00 -3.2713E-05
10 -3.3609E-06 -5.7655E-06 0.0000E+00 -3.1106E-05
11 -1.8967E-05 9.8676E-06 0.0000E+00 -3.7518E-05
12 -4.2346E-05 2.9082E-05 0.0000E+00 -4.4901E-05
End Values
Result “Stress” “es03b” 1 Matrix OnGaussPoints
ResultRangesTable “ResultTable”
ComponentNames “XX-STR”, “YY-STR”, “ZZ-STR” “XY-STR”
Values
1 -1.961E-02 1.468E-02 -1.481E-03 -1.616E+00
2 -1.884E+00 -4.456E+00 -1.902E+00 -1.544E+00
3 7.998E-02 5.736E-02 4.120E-02 -2.484E-01
4 7.309E-01 4.384E+00 1.535E+00 -5.919E-01
5 -3.847E-01 -2.013E+00 -4.795E-01 -1.496E+00
6 -8.004E-01 1.938E+00 2.276E-01 -1.044E+00
7 -3.898E-02 -8.934E-01 -2.331E-01 -8.485E-01
8 -8.485E-01 -2.634E-01 -2.780E-01 -8.934E-01
9 -3.595E-01 -1.004E-01 -1.150E-01 -1.001E+00
10 -2.743E+00 1.257E+00 -3.714E-01 -1.257E+00
End Values
Result “Strains” “es03b” 1 Matrix OnGaussPoints
ResultRangesTable “ResultTable”
ComponentNames “XX-EPS”, “YY-EPS”, “ZZ-EPS” “XY-EPS”
Values
1 -7.858E-07 7.002E-07 0.000E+00 -1.400E-04
2 7.858E-07 -1.107E-04 0.000E+00 -1.338E-04
3 1.680E-06 7.002E-07 0.000E+00 -2.153E-05
4 -3.482E-05 1.235E-04 0.000E+00 -5.130E-05
5 2.276E-06 -3.680E-05 0.000E+00 -7.183E-05
6 -2.467E-05 4.106E-05 0.000E+00 -5.013E-05
7 3.466E-06 -1.179E-05 0.000E+00 -3.030E-05
8 -1.019E-05 2.602E-07 0.000E+00 -3.191E-05
9 -4.367E-06 2.602E-07 0.000E+00 -3.574E-05
10 -4.235E-05 2.908E-05 0.000E+00 -4.490E-05
End Values
-------------- next part --------------

FEAP Es03b

numnp,numel,nummat,ndm,ndf,nen,nen1

12 10 3 2 2 4 9

Mesh “Only_coordinates” Dimension 2 ElemType Triangle Nnode 3

Coordinates
1 0.0000 0.0000
2 0.0000 5.0000
3 5.0000 0.0000
4 5.0000 5.0000
5 10.0000 0.0000
6 0.0000 10.0000
7 10.0000 5.0000
8 5.0000 10.0000
9 10.0000 10.0000
10 0.0000 15.0000
11 5.0000 15.0000
12 10.0000 15.0000
End coordinates

Elements

no elements entered, they will be in the successive meshes

End elements

Mesh “Tria3_1_GP” Dimension 2 ElemType Triangle Nnode 3

Coordinates

no coordinates entered, they are already in the first mesh

End coordinates

Elements
1 3 5 4 1
2 2 1 3 1
3 3 4 2 1
4 7 4 5 1
7 6 8 10 3
8 8 11 10 3
9 8 9 11 3
10 9 12 11 3
End elements

Mesh “Quad4_4_GP” Dimension 2 ElemType Quadrilateral Nnode 4

Coordinates

no coordinates entered, they are already in the first mesh

End coordinates

Elements
5 2 4 8 6 2
6 4 7 9 8 2
End elements

Miguel_A_de_Riera_Pa · September 6, 2001, 9:45am

Hi Aldo Gishi,

the new postprocess results format needs GiD version 6.1.4b or higher
( ftp://gid.cimne.upc.es/pub/gid_adds/Windows).

After taking a look into your es03b.flavia.res file, several points
must be clarified ( http://gid.cimne.upc.es/support/gid_16.html#SEC226):

· Result names should unique within the same step.
In your file results “Stress” and “Strains” are defined twice: once on nodes,
and again for Gauss Points.

· If a result is defined OnGaussPoints, the Gauss Points name, where the result
is defined, should be given.
In your file the second results “Strains” and “Stress” are defined over Gauss Points
without telling GiD which GaussPoints should be used: “Tria3_1_GP” or “Quad4_4_GP”.

· The ‘ResultRangesTable’ and ‘ComponentNames’ are optional, but:

If a ‘ResultRangesTable’ is specified inside a Result, this ‘ResultRangesTable’
must be defined before.
In your file, results should use the ResultRangesTable “ResultTable” but
this table is not defined anywhere.
‘ComponentsNames’ should be separated with commas, but in your file, some of
them are only separated by spaces. Although it may work now, it is not guaranteed
that later works.

enclosed, i send you a corrected version of your ‘es03b.flavia.res’ file

hope it helps,

miguel

Aldo Ghisi wrote:

Hi,
I implemented an output useful for GiD from my FE code. Post process files
are in the new format, and you find them in the attachments.
But GiD finds this error in my result file .flavia.res:
Found EOF too early: in this line: 108 - Reading Results.
[this message appears in a info window]
Line 108 is the last line of the file .flavia.res
Therefore, I cannot post my results clearly; I see also a long list when I
select View Results - Contour Fill, but this is not what I want.
I use GiD 6.1.2.
Can anyone help me?
Thank you in advance
Aldo Ghisi
ALDO GHISI
Department of Structural Engineering
Politecnico di Milano
Piazza Leonardo da Vinci 32, 20133 Milano, Italy
Tel.: +39 02 2399 4218
Fax.: +39 02 2399 4220
E_mail: aldo.ghisi at polimi.it

–

Miguel A. de Riera Pasenau miguel at cimne.upc.es http://gid.cimne.upc.es
-------------- next part --------------
GiD Post Results File 1.0
GaussPoints “Tria3_1_GP” ElemType Triangle “Tria3_1_GP”
Number of Gauss Points: 1
Natural Coordinates: Internal
End GaussPoints
GaussPoints “Quad4_4_GP” ElemType Quadrilateral “Quad4_4_GP”
Number of Gauss Points: 4
Natural Coordinates: Internal
End GaussPoints
Result “Displacements” “es03b” 1 Vector OnNodes
ComponentNames “X-DISPL”, “Y-DISPL”, “Z-DISPL”
Values
1 0.00000E+00 0.00000E+00
2 -6.86845E-04 -5.53398E-04
3 3.92894E-06 1.78447E-05
4 -6.78444E-04 2.13458E-05
5 0.00000E+00 0.00000E+00
6 -1.75166E-03 -9.27109E-04
7 -8.52555E-04 6.17414E-04
8 -1.73433E-03 2.70467E-05
9 -1.75616E-03 1.02228E-03
10 -2.85734E-03 -9.86065E-04
11 -2.90828E-03 2.83479E-05
12 -3.12001E-03 1.16769E-03
End Values
Result “Reactions” “es03b” 1 Vector OnNodes
ComponentNames “X-REAC”, “Y-REAC”, “Z-REAC”
Values
1 6.86845E-04 5.53398E-04
2 -3.92894E-06 -1.78447E-05
3 6.78444E-04 -2.13458E-05
4 1.75166E-03 9.27109E-04
5 8.52555E-04 -6.17414E-04
6 1.73433E-03 -2.70467E-05
7 1.75616E-03 -1.02228E-03
8 2.85734E-03 9.86065E-04
9 2.90828E-03 -2.83479E-05
10 3.12001E-03 -1.16769E-03
11 0.00000E+00 0.00000E+00
12 0.00000E+00 0.00000E+00
End Values
Result “Stress” “es03b” 1 Matrix OnNodes
ComponentNames “XX-STR”, “YY-STR”, “ZZ-STR” “XY-STR”
Values
1 -1.8839E+00 -4.4562E+00 -1.9020E+00 -1.5438E+00
2 -7.5555E-01 -2.4206E+00 -8.1245E-01 -1.1560E+00
3 -6.0784E-01 -1.4614E+00 -6.2076E-01 -1.1360E+00
4 -1.6667E-01 7.1489E-01 1.9710E-01 -1.0694E+00
5 3.5565E-01 2.1994E+00 7.6651E-01 -1.1039E+00
6 -3.3196E-01 -1.9817E+00 -4.8138E-01 -9.2480E-01
7 -7.6968E-02 3.3601E+00 8.6123E-01 -7.9987E-01
8 -3.5712E-01 -2.0002E-01 -1.3230E-01 -8.4685E-01
9 -9.0847E-01 1.5384E+00 9.8198E-02 -8.0979E-01
10 -4.4375E-01 -5.7841E-01 -2.5554E-01 -8.7097E-01
11 -1.3169E+00 2.9780E-01 -2.5478E-01 -1.0505E+00
12 -2.7428E+00 1.2572E+00 -3.7138E-01 -1.2572E+00
End Values
Result “Strains” “es03b” 1 Matrix OnNodes
ComponentNames “XX-EPS”, “YY-EPS”, “ZZ-EPS” “XY-EPS”
Values
1 7.8579E-07 -1.1068E-04 0.0000E+00 -1.3380E-04
2 2.0284E-06 -5.6583E-05 0.0000E+00 -6.0575E-05
3 5.6010E-07 -3.6426E-05 0.0000E+00 -9.8456E-05
4 -7.5831E-06 1.0640E-05 0.0000E+00 -5.0567E-05
5 -1.7804E-05 6.2092E-05 0.0000E+00 -9.5670E-05
6 3.2399E-06 -3.9940E-05 0.0000E+00 -3.4796E-05
7 -2.0411E-05 6.0200E-05 0.0000E+00 -3.4058E-05
8 -3.7766E-06 -1.2052E-05 0.0000E+00 -3.1415E-05
9 -1.7976E-05 1.6103E-05 0.0000E+00 -3.2713E-05
10 -3.3609E-06 -5.7655E-06 0.0000E+00 -3.1106E-05
11 -1.8967E-05 9.8676E-06 0.0000E+00 -3.7518E-05
12 -4.2346E-05 2.9082E-05 0.0000E+00 -4.4901E-05
End Values
Result “Stress 2” “es03b” 1 Matrix OnGaussPoints “Tria3_1_GP”
ComponentNames “XX-STR”, “YY-STR”, “ZZ-STR” “XY-STR”
Values
1 -1.961E-02 1.468E-02 -1.481E-03 -1.616E+00
2 -1.884E+00 -4.456E+00 -1.902E+00 -1.544E+00
3 7.998E-02 5.736E-02 4.120E-02 -2.484E-01
4 7.309E-01 4.384E+00 1.535E+00 -5.919E-01
5 -3.847E-01 -2.013E+00 -4.795E-01 -1.496E+00
6 -8.004E-01 1.938E+00 2.276E-01 -1.044E+00
7 -3.898E-02 -8.934E-01 -2.331E-01 -8.485E-01
8 -8.485E-01 -2.634E-01 -2.780E-01 -8.934E-01
9 -3.595E-01 -1.004E-01 -1.150E-01 -1.001E+00
10 -2.743E+00 1.257E+00 -3.714E-01 -1.257E+00
End Values
Result “Strains 2” “es03b” 1 Matrix OnGaussPoints “Tria3_1_GP”
ComponentNames “XX-EPS”, “YY-EPS”, “ZZ-EPS” “XY-EPS”
Values
1 -7.858E-07 7.002E-07 0.000E+00 -1.400E-04
2 7.858E-07 -1.107E-04 0.000E+00 -1.338E-04
3 1.680E-06 7.002E-07 0.000E+00 -2.153E-05
4 -3.482E-05 1.235E-04 0.000E+00 -5.130E-05
5 2.276E-06 -3.680E-05 0.000E+00 -7.183E-05
6 -2.467E-05 4.106E-05 0.000E+00 -5.013E-05
7 3.466E-06 -1.179E-05 0.000E+00 -3.030E-05
8 -1.019E-05 2.602E-07 0.000E+00 -3.191E-05
9 -4.367E-06 2.602E-07 0.000E+00 -3.574E-05
10 -4.235E-05 2.908E-05 0.000E+00 -4.490E-05
End Values