[GiDlist] Tractions Discontinuities

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Alisson P. Chaves

[GiDlist] Tractions Discontinuities

Post by Alisson P. Chaves »

Hi Gid team,

The problems that I'm dealing with, have different values of
tractions in one node, according to the element which share this
node, i.e., to each element (shell or boundary element) I have a
different value of traction. How can I represent it in the post
processor? Is it possible?


Best regards!

alisson
Ramon Ribó

[GiDlist] Tractions Discontinuities

Post by Ramon Ribó »

Hello,

GiD has no direct support for this. The normal way to proceed in
these cases is either:

1- Duplicate the nodes in the special boundaries inside the analysis
code and change the elements connectivities, then output to GiD
the new mesh file.
2- Transfer the results to Gauss Points. Then, the results can be
discontinuous from element to element.

My personal advice is to choose possibility one. It needs a little of
additional programming code but works very well.

Regards,

--
Compass Ing. y Sistemas Dr. Ramon Ribó
http://www.compassis.com ramsan at compassis.com
c/ Manuel Girona, 61 bajos tel. +34 93 204 10 82
08034 Barcelona, Spain fax. +34 93 204 19 09

-----Mensaje original-----
De: gidlist-admin at gatxan.cimne.upc.es
[mailto:gidlist-admin at gatxan.cimne.upc.es]En nombre de Alisson P. Chaves
Enviado el: jueves, 14 de noviembre de 2002 11:11
Para: gidlist at gatxan.cimne.upc.es
Asunto: [GiDlist] Tractions Discontinuities


Hi Gid team,

The problems that I'm dealing with, have different values of
tractions in one node, according to the element which share this
node, i.e., to each element (shell or boundary element) I have a
different value of traction. How can I represent it in the post
processor? Is it possible?


Best regards!

alisson
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Jesús Torrecilla

[GiDlist] On moving points

Post by Jesús Torrecilla »

Sometime ago there was a discussion thread about Geometry-Edit- Move
Point.

The problem with this option was that resulting surfaces was distorted, so
that when you generated the mesh, even on structured ones, the aspect of the
elements were not good. I think that it was Enrique (?) who told us that the
algorithm for moving the points was not so robust as to keep surfaces with
the original aspect.

Well, I have tried to .. Move point --- Utilities - Repair -- Utilities -
Collapse - Model, and it rules.

Is this a good way to edit the model without having to create surfaces again
or is just that my models are good willing ones?


Jesús Torrecilla
Área de Ingeniería de la Construcción
E.T.S. Politécnica

Universidad de Extremadura
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