A Finite Element Program (FECGS): Post-Processor FEPOST - GKSS
A Finite Element Program (FECGS): Post-Processor FEPOST - GKSS
A Finite Element Program (FECGS): Post-Processor FEPOST - GKSS
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34 CHAPTER 3. COMMAND DESCRIPTION<br />
3.9.1 *PDIS: Calculating displacement at a given point<br />
Command *PDIS, suboption of *PARAMETER command, for evaluating the displacement at<br />
a defined degree of freedom for a given point.<br />
The following parameters are required:<br />
INPUT Set INPUT=COORD (point for calculating the displacement<br />
is given by the coordinates), INPUT=NODE (point<br />
is defined as a finite element node)<br />
NAME Set this parameter equal to the name of the displacement,<br />
for example, NAME=CTOD.<br />
Format Entry<br />
If INPUT=COORD the following data lines are required:<br />
I, 3F Degree of freedom, X,Y,Z.<br />
Repeat the above line as often as needed to give the more points.<br />
If INPUT=NODE the following data lines are required:<br />
DOFN, NODE Label<br />
. . .<br />
2I Degree of freedom, Nodal label.<br />
Repeat the above line as often as needed to give the more points.<br />
Examples:<br />
1. Use the following entries to calculate the nodal displacement U1 at the point (100.0, 100.0,<br />
0.0) and U2 at the point (0.0, 100.0, 0.0).<br />
*PDIS, INPUT=COORD, NAME=LOAD<br />
1,100.0, 100.0, 0.0<br />
2,0.0, 100.0, 0.0