Mechanical APDL Basic Analysis Guide - Ansys

Mechanical APDL Basic Analysis Guide - Ansys Mechanical APDL Basic Analysis Guide - Ansys

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Chapter 7:The General Postprocessor (POST1) 13 28 14 30 15 33 16 35 17 38 Only the mapped nodes will contribute to the MAC calculations. Important notes: • Nodes that are coincident may lead to erroneous interpolation. For example, this can occur in the case of spring/mass systems attached to solid elements. • If nodes and/or elements are selected (using the NSEL and/or ESEL commands), the results of the mapping and/or the interpolation will show differences. • If the OUTRES command is used to reduce the solution data written on the first results file (File1), the interpolation may be incorrect. For example, this can occur when an element does not have all its nodes in the results file. It is recommended that you use the OUTRES command only when generating the second results file (File2). This option is not supported when comparing cyclic symmetric structure results. 7.4.8.3. Evaluate MAC Between Solutions at Matched/Mapped Nodes The Modal Assurance Criterion printout for interpolated solutions (mapped nodes) is as follows: ****** Modal Assurance Criterion (MAC) VALUES ****** Solutions are real Rows: 10 substeps in load step 1 interpolated from file tsolid.rst Columns: 10 substeps in load step 1 from file tbeam.rst 1 2 3 4 5 6 7 8 9 10 1 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2 0.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3 0.000 0.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 5 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 0.000 6 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 7 0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000 9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000 10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 7.4.8.4. Match the Solutions The Matched Solutions printout for interpolated solutions (mapped nodes) is as follows: 186 ********************************** MATCHED SOLUTIONS ********************************** Substep in Substep in MAC value Frequency Frequency tsolid.rst tbeam.rst difference (Hz) error (%) (interpolated) 1 1 1.000 0.10E-01 0.2 2 2 1.000 -0.47E-02 0.1 3 3 1.000 0.26E-01 0.2 4 4 1.000 0.27E-01 0.1 5 5 1.000 0.40E-01 0.1 6 6 1.000 0.13E+00 0.2 7 7 1.000 0.11E+00 0.2 8 8 1.000 0.82E-01 0.1 9 9 1.000 -0.12E+00 0.1 10 10 1.000 -0.96E+00 0.6 Release 13.0 - © SAS IP, Inc. All rights reserved. - Contains proprietary and confidential information of ANSYS, Inc. and its subsidiaries and affiliates.

7.4.8. Comparing Nodal Solutions From Two Models (RSTMAC) If no pair of solutions has a MAC value greater than the minimum acceptable value specified (MacLim on the RSTMAC command), the matching of the solutions is failing. The default limit is set to 0.9. Release 13.0 - © SAS IP, Inc. All rights reserved. - Contains proprietary and confidential information of ANSYS, Inc. and its subsidiaries and affiliates. 187

Chapter 7:The General Postprocessor (POST1)<br />

13 28<br />

14 30<br />

15 33<br />

16 35<br />

17 38<br />

Only the mapped nodes will contribute to the MAC calculations.<br />

Important notes:<br />

• Nodes that are coincident may lead to erroneous interpolation. For example, this can occur in the case<br />

of spring/mass systems attached to solid elements.<br />

• If nodes and/or elements are selected (using the NSEL and/or ESEL commands), the results of the<br />

mapping and/or the interpolation will show differences.<br />

• If the OUTRES command is used to reduce the solution data written on the first results file (File1),<br />

the interpolation may be incorrect. For example, this can occur when an element does not have all its<br />

nodes in the results file. It is recommended that you use the OUTRES command only when generating<br />

the second results file (File2). This option is not supported when comparing cyclic symmetric structure<br />

results.<br />

7.4.8.3. Evaluate MAC Between Solutions at Matched/Mapped Nodes<br />

The Modal Assurance Criterion printout for interpolated solutions (mapped nodes) is as follows:<br />

****** Modal Assurance Criterion (MAC) VALUES ******<br />

Solutions are real<br />

Rows: 10 substeps in load step 1 interpolated from file tsolid.rst<br />

Columns: 10 substeps in load step 1 from file tbeam.rst<br />

1 2 3 4 5 6 7 8 9 10<br />

1 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000<br />

2 0.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000<br />

3 0.000 0.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000<br />

4 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000<br />

5 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 0.000<br />

6 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000<br />

7 0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000<br />

8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000<br />

9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000<br />

10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000<br />

7.4.8.4. Match the Solutions<br />

The Matched Solutions printout for interpolated solutions (mapped nodes) is as follows:<br />

186<br />

********************************** MATCHED SOLUTIONS **********************************<br />

Substep in Substep in MAC value Frequency Frequency<br />

tsolid.rst tbeam.rst difference (Hz) error (%)<br />

(interpolated)<br />

1 1 1.000 0.10E-01 0.2<br />

2 2 1.000 -0.47E-02 0.1<br />

3 3 1.000 0.26E-01 0.2<br />

4 4 1.000 0.27E-01 0.1<br />

5 5 1.000 0.40E-01 0.1<br />

6 6 1.000 0.13E+00 0.2<br />

7 7 1.000 0.11E+00 0.2<br />

8 8 1.000 0.82E-01 0.1<br />

9 9 1.000 -0.12E+00 0.1<br />

10 10 1.000 -0.96E+00 0.6<br />

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

of ANSYS, Inc. and its subsidiaries and affiliates.

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