[GiDlist] one question about the batch file ( .pro)

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Yuyi Zhang

[GiDlist] one question about the batch file ( .pro)

Post by Yuyi Zhang »

Hi,
I want to create the geometry of my model in a batch file (.pro). How could
I use
the existing points to create lines, instead of creating new points? I
noticed that
at the beginning of your examples, you set ' utilities variable
createalwaynewpoint 1 '
Is this the command I should change?
Thanks.
Yuyi
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Enrique Escolano

[GiDlist] one question about the batch file ( .pro)

Post by Enrique Escolano »

Before pick a point, select "Join" to pick old points (pick in screen or write your label number) or "NoJoin" to create a new point.

For example
escape escape escape Geometry create point
0.0 0.0 0.0
1.0 0.0 0.0
escape
escape escape escape Geometry create Line
Join
1
2
escape

The variable CreateAlwaysNewPoint is set to 1 in some batchs to create always a new point ,over another in the same location, without user confirmation (see Help for Utilities-Preferences-General)
Create new point: It alters the way how the points are entered in GiD
(see section Point definition). Options are:
Always: If trying to create a new point in the vicinity of an existing one, the
new point is always created.
Ask: If trying to create a new point in the vicinity of an existing one, GiD asks
the user whether to make use of the existing point or create a new one.
Never: Only allows to select existing points. It can be changed
interactively when in creation point mode by setting No join until all
points are entered.

Regards

Enrique Escolano

----- Original Message -----
From: "Yuyi Zhang" y8zhang at ucsd.edu
To: gidlist at gatxan.cimne.upc.es
Sent: Friday, March 08, 2002 7:13 PM
Subject: [GiDlist] one question about the batch file ( .pro)


Hi,
 I want to create the geometry of my model in a batch file (.pro). How could
I use
 the existing points to create lines, instead of creating new points? I
noticed that
 at the beginning of your examples, you set ' utilities variable
createalwaynewpoint 1 '
 Is this the command I should change?
 Thanks.
 Yuyi


_______________________________________________
 GiDlist mailing list
 GiDlist at gid.cimne.upc.es
 http://gid.cimne.upc.es/mailman/listinfo/gidlist
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Changho Desk

[GiDlist] Question for Stress Post processing

Post by Changho Desk »

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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Enrique Escolano

[GiDlist] Question for Stress Post processing

Post by Enrique Escolano »

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
To: 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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Changho Desk

[GiDlist] Question for Stress Post processing

Post by Changho Desk »

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 Escolano
To: 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
To: 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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Enrique Escolano

[GiDlist] Question for Stress Post processing

Post by Enrique Escolano »

You can download a more recente version,for example, the beta version 6.2.0d
from the GiD web page http://gid.cimne.upc.es (download beta versions)

Your GiD 6 password is also valid for this beta version

To try to write the gauss results in the old format, see the help (prosprocess data files)
----- Original Message -----
From: Changho Desk
To: gidlist at gatxan.cimne.upc.es
Sent: Wednesday, March 13, 2002 11:53 PM
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 Escolano
To: 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
To: 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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