[GiDlist] Post process::Guass Points (old format)

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Yuyi Zhang

[GiDlist] Post process::Guass Points (old format)

Post by Yuyi Zhang »

hi,

I am trying load the stresses for quadrilateral elements, which have only
one Gauss point. But
there is something wrong with my .flavia.res file. Could anybody tell me
what is the problem
or just send me an example? Thanks.

regards,

Yuyi


=================================================================================

GuassPoints "SoilElements" ElemType Quadrilateral
Number of Gauss Points: 1
Natural Coordinates: internal
End GaussPoints
SoilStress 0 1 1 1 0 SoilElements
118 -3126077 0 0
119 -3.848402 0 0
120 -1.738125 0 0
121 -1.408804 0 0
122 -4.523671 0 0
123 -6.490145 0 0
124 -5.404625 0 0
125 -2.967348 0 0
126 -6.519045 0 0
.
.
.
.
.
.
.
Chang Ho Choi

[GiDlist] Post process::Guass Points (old format)

Post by Chang Ho Choi »

Hello, Yuyi
I had the same problem with you before. Your problem is the length of your
result description field. It should 15 characters long.
Your case is
SoilStress 1.....
It should be like
SoilStress_ucsd 1...
or try
SoilStress 1.....
If it doesn't work, let me know
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
Changho Choi
Department of Civil Engineering
Box 352700 More 132A
University of Washington phone: 206-934-7993 (H)
Seattle WA 98195 206-543-6778 (O)
206-543-1543 (fax)
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~



On Mon, 10 Dec 2001, Yuyi Zhang wrote:

hi,

I am trying load the stresses for quadrilateral elements, which have only
one Gauss point. But
there is something wrong with my .flavia.res file. Could anybody tell me
what is the problem
or just send me an example? Thanks.

regards,

Yuyi


=================================================================================

GuassPoints "SoilElements" ElemType Quadrilateral
Number of Gauss Points: 1
Natural Coordinates: internal
End GaussPoints
SoilStress 0 1 1 1 0 SoilElements
118 -3126077 0 0
119 -3.848402 0 0
120 -1.738125 0 0
121 -1.408804 0 0
122 -4.523671 0 0
123 -6.490145 0 0
124 -5.404625 0 0
125 -2.967348 0 0
126 -6.519045 0 0
.
.
.
.
.
.
.

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