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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

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