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Mechanical APDL Basic Analysis Guide - Ansys

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the effect of the rigid body rotation. The coordinate system used to display these results is the specified<br />

results coordinate system rotated by the amount of rigid body rotation.<br />

The exceptions to this are continuum elements such as PLANE182, PLANE183, SOLID185, SOLID186, SOLID187,<br />

SOLID272, SOLID273, and SOLID285. For these elements, the output of the element component results is<br />

by default in the initial global coordinate system, and all component result transformations to other coordinate<br />

systems will be relative to the initial global coordinate system.<br />

The primary data (for example, displacements) in a large deformation analysis do not include the rigid body<br />

rotation effect, because the nodal coordinate systems are not rotated by the amount of rigid body rotation.<br />

7.4.2. Performing Arithmetic Operations Among Results Data<br />

The earlier discussion of operations among path items was limited to items mapped on to a path. Using<br />

commands from the POST1 CALC module, you can perform operations among any results data in the database.<br />

The only requirement is that you must use the element table. The element table serves as a "worksheet"<br />

that allows arithmetic operations among its columns.<br />

The procedure to do calculations among results data requires three simple steps:<br />

1. Use the ETABLE command (Main Menu> General Postproc> Element Table> Define Table) to bring<br />

one or more result items into the element table or "worksheet."<br />

2. Perform the desired arithmetic operations using commands from the CALC module (SADD, SMULT,<br />

SEXP, etc.).<br />

3. Review the outcome of the operations using PRETAB (Main Menu> General Postproc> Element<br />

Table> List Elem Table) or PLETAB (Main Menu> General Postproc> Element Table> Plot Elem<br />

Table).<br />

A discussion of the element table appears earlier in this section. The ETABLE command moves specified<br />

results data for all selected elements into the element table. One value is stored per element. For example,<br />

if you select 10 elements and issue the command shown below, an average UX value is calculated for each<br />

element from the nodal displacements and stored in the element table under the "ABC" column.<br />

ETABLE,ABC,U,X<br />

The element table will be ten rows long (because only ten elements were selected). If you now want to<br />

double these displacements, the command would be:<br />

SMULT,ABC2,ABC,,2<br />

For further information, see the SMULT command description in the Command Reference.<br />

The element table now has a second column, labeled ABC2, containing twice the values in column ABC. To<br />

list the element table, simply choose PRETAB (Main Menu> General Postproc> Element Table> List Elem<br />

Table).<br />

Sample Output from PRETAB<br />

PRINT ELEMENT TABLE ITEMS PER ELEMENT<br />

***** POST1 ELEMENT TABLE LISTING *****<br />

STAT CURRENT CURRENT<br />

ELEM ABC ABC2<br />

1 .21676 .43351<br />

11 .27032 .54064<br />

21 .23686 .47372<br />

31 .47783 .95565<br />

Release 13.0 - © SAS IP, Inc. All rights reserved. - Contains proprietary and confidential information<br />

of ANSYS, Inc. and its subsidiaries and affiliates.<br />

Sample Output from PRETAB<br />

173

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