15.11.2012 Views

Mechanical APDL Basic Analysis Guide - Ansys

Mechanical APDL Basic Analysis Guide - Ansys

Mechanical APDL Basic Analysis Guide - Ansys

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

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

This method is not normally used, but can be useful in special circumstances. Averaging operations should<br />

not be done at nodal interfaces of differing materials.<br />

• Vector sum data: These follow the same practice as the principal stresses. By default, the vector sum<br />

magnitude (square root of the sum of the squares) at each node is calculated from averaged components.<br />

By using the AVPRIN command, you can reverse this, so that the vector sum magnitudes are first calculated<br />

per element, then averaged at the nodes.<br />

• Shell elements or layered shell elements: By default, results for shell or layered elements are assumed to<br />

be at the top surface of the shell or layer. To display results at the top, middle or bottom surface, use<br />

the SHELL command (Main Menu> General Postproc> Options for Outp). For layered elements, use<br />

the LAYER command (Main Menu> General Postproc> Options for Outp) to indicate layer number.<br />

• von Mises equivalent strains (EQV): The effective Poisson's ratio used in computing these quantities may<br />

be changed using the AVPRIN command.<br />

Command(s): AVPRIN<br />

GUI: Main Menu> General Postproc> Plot Results> Contour Plot> Nodal Solu<br />

Main Menu> General Postproc> Plot Results> Contour Plot> Element Solu<br />

Utility Menu> Plot> Results> Contour Plot> Elem Solution<br />

Typically, you would set the effective Poisson's ratio to the input Poisson's ratio for elastic equivalent<br />

strain (item and component EPEL,EQV) and to 0.5 for inelastic strains (item and component EPPL,EQV<br />

or EPCR,EQV). For total strains (item and component EPTOT,EQV), you would typically use an effective<br />

Poisson's ratio between the input Poisson's ratio and 0.5. As an alternative, you can save the equivalent<br />

elastic strains using ETABLE with the effective Poisson's ratio equal to the input Poisson's ratio and save<br />

the equivalent plastic strains in another table using 0.5 as the effective Poisson's ratio, then combine<br />

the two table entries using SADD to obtain the total equivalent strain.<br />

• Effect of /EFACET: You may see different plots with different /EFACET settings when viewing continuous<br />

contour plots (PLNSOL). If you set /EFACET,1, the contour values for the intermediate locations are interpolated<br />

based on the average of the adjacent averaged corner node values. However, if you set<br />

/EFACET,2, the midside node values are first calculated within each element, based on the average of<br />

the adjacent unaveraged corner node values. The midside node values are then averaged together for<br />

a PLNSOL contour plot. If you issue /EFACET,4, the program uses shape functions to calculate results<br />

values at three subgrid points along each element edge. The subgrid values are first calculated within<br />

each element and are then averaged together for PLNSOL plots. Therefore, the contour values at the<br />

midside locations will differ with different /EFACET settings.<br />

In most cases, PLESOL contours will be the same regardless of /EFACET settings. However, you will see<br />

differences in PLESOL contour plots if you change /EFACET settings in conjunction with any RSYS<br />

setting other than KCN = 0. When a coordinate system other than global Cartesian is chosen (KCN = 1,<br />

2, etc.), the results are first averaged in the global Cartesian coordinate system, and then the averaged<br />

results are transformed to the specified results coordinate system.<br />

7.2.1.2. Deformed Shape Displays<br />

You can use these in a structural analysis to see how the structure has deformed under the applied loads.<br />

To generate a deformed shape display, use one of the following:<br />

Command(s): PLDISP<br />

GUI: Utility Menu> Plot> Results> Deformed Shape<br />

Main Menu> General Postproc> Plot Results> Deformed Shape<br />

For example, you might issue the following PLDISP command:<br />

140<br />

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

of ANSYS, Inc. and its subsidiaries and affiliates.

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!