I was also using 6.1.2 and had to rewrite some of my code but version 6.2.0d
is so much better it was worth the trouble.
Mark
-----Original Message-----
From: Changho Desk [mailto:chchoi at u.washington.edu]
Sent: 13 March 2002 22:54
To: gidlist at gatxan.cimne.upc.es
Subject: Re: [GiDlist] Question for Stress Post processing
Thank you for your help
However, I’m using version 6.1.2 and it’ not compatible with new result file
format.
Could you help me in version 6.1.2 format for stresses in the gauss points?
----- Original Message -----
From: Enrique mailto:escolano at cimne.upc.es Escolano
To: gidlist at gatxan.cimne.upc.es mailto:gidlist at gatxan.cimne.upc.es
Sent: Wednesday, March 13, 2002 1:52 PM
Subject: Re: [GiDlist] Question for Stress Post processing
You can write results only for some quadrilateral gauss points.
Note: to use the new postprocess result format, GiD version 6.1.4b or
higher is required.
Sample of corrected file *.flavia.res (results for a 2D symmetric matrix:
Sxx,Syy,Sxy)
GiD Post Results File 1.0
GaussPoints “Quads” ElemType Quadrilateral
Number of Gauss Points: 4
Natural Coordinates: Internal
End gausspoints
Result “Gauss_stress” “Load Analysis” 1 Matrix OnGaussPoints “Quads”
Values
31 -0.576695 -0.103969 3.37268e-307
-0.580054 -0.113903 3.37268e-307
-0.745871 -0.184967 3.37268e-307
-0.741706 -0.174688 3.37268e-307
32 -0.561898 -0.186164 3.37268e-307
-0.567976 -0.200322 3.37268e-307
-0.567189 -0.199984 3.37268e-307
-0.561115 -0.185828 3.37268e-307
33 -0.573824 -0.221463 3.37268e-307
-0.575536 -0.225585 3.37268e-307
-0.578338 -0.226786 3.37268e-307
-0.576612 -0.222658 3.37268e-307
34 -0.57852 -0.237674 3.37268e-307
-0.57846 -0.237606 3.37268e-307
-0.57963 -0.238108 3.37268e-307
-0.579684 -0.238172 3.37268e-307
End Values
Regards
Enrique Escolano
----- Original Message -----
From: Changho Desk mailto:chchoi at u.washington.edu
To: gidlist at gatxan.cimne.upc.es mailto:gidlist at gatxan.cimne.upc.es
Sent: Wednesday, March 13, 2002 7:21 PM
Subject: [GiDlist] Question for Stress Post processing
Hello, All
I’m trying to postprocess for my Gauss stresses. My model consists of 4 node
quadrilateral element and Linear Beam element. From my solver module, I’m
only extracting the stresses from Gauss points of quadrlateral elements. Can
we do this without the result stresses from other elements? If I can, could
you cehck my header of *.flavia.res. I appreciate your help
My file is
Suppose element 1~30 is beam(linear) element. So I don’t extract the results
for these.
GaussPoints “Quads” ElemType Quadrilateral
Number of Gauss Points: 4
Natural Coordinates: Internal
End gausspoints
Gauss_stresscho 1 0.02 2 2 1 “Quads”
Sxx
Syy
Sxy
31 -0.576695 -0.103969 3.37268e-307
-0.580054 -0.113903 3.37268e-307
-0.745871 -0.184967 3.37268e-307
-0.741706 -0.174688 3.37268e-307
32 -0.561898 -0.186164 3.37268e-307
-0.567976 -0.200322 3.37268e-307
-0.567189 -0.199984 3.37268e-307
-0.561115 -0.185828 3.37268e-307
33 -0.573824 -0.221463 3.37268e-307
-0.575536 -0.225585 3.37268e-307
-0.578338 -0.226786 3.37268e-307
-0.576612 -0.222658 3.37268e-307
34 -0.57852 -0.237674 3.37268e-307
-0.57846 -0.237606 3.37268e-307
-0.57963 -0.238108 3.37268e-307
-0.579684 -0.238172 3.37268e-307
…
Changho from Univ. of Washington
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