Mechanical APDL Basic Analysis Guide - Ansys
Mechanical APDL Basic Analysis Guide - Ansys Mechanical APDL Basic Analysis Guide - Ansys
Chapter 7:The General Postprocessor (POST1) 41 .36171 .72341 51 .36693 .73387 61 .13081 .26162 71 .50835 1.0167 81 .35024 .70049 91 .25630 .51260 MINIMUM VALUES ELEM 61 61 VALUE .13081 .26162 MAXIMUM VALUES ELEM 71 71 VALUE .50835 1.0167 Another example of arithmetic operations is to calculate the total volume of selected elements. To do this, you might store all element volumes in the element table, select the desired elements, and sum them using the SSUM command: ETABLE,VOLUME,VOLU ! Store element volumes (VOLU) as VOLUME ESEL,... ! Select desired elements SSUM ! Calculate and print sum of VOLUME column See the ETABLE, ESEL, and SSUM command descriptions for further information. Notes • All operation commands (SADD, SMULT, SSUM, etc.) work only on the selected elements. • ANSYS does not update element table entries automatically when a different set of results is read into the database. An element table output listing displays headers which indicate the status of each column relative to the current database. CURRENT indicates that the column data is from the current database, PREVIOUS indicates that it is from a previous database, and MIXED indicates that it results from an operation between previous and current data. (Once a column is labeled mixed, it will not change status unless you erase or redefine it with all elements selected.) The following commands cause column headers to change from CURRENT to PREVIOUS: SET LCASE LCOPER LCZERO FLREAD DESOL Main Menu> General Postproc> selection criteria Main Menu> General Postproc> Load Case> Read Load Case Main Menu> General Postproc> Load Case> operation Main Menu> General Postproc> Load Case> Zero Load Case Main Menu> General Postproc> Read Results> FLOTRAN 2.1A Main Menu> General Postproc> Define/Modify> Elem Results • The ETABLE,REFL option, which refills (updates) the element table with values currently in the database, does not affect calculated items. In the above double-the-UX example, if you read in a different set of results and then issue ETABLE only the ABC column will be updated ("current" status). The ABC2 column remains as is (keeps its "previous" status). • You can use the fact that ANSYS does not update the element table automatically after a new SET command to good advantage: for example, to compare element results between two or more load steps, or even between two or more analyses. • The following CALC module commands apply to calculations using the element table: 174 The SABS command (Main Menu> General Postproc> Element Table> Abs Value Option) causes absolute values to be used in subsequent element table operations. Release 13.0 - © SAS IP, Inc. All rights reserved. - Contains proprietary and confidential information of ANSYS, Inc. and its subsidiaries and affiliates.
The SADD command (Main Menu> General Postproc> Element Table> Add Items) adds two specified columns in the element table. The SALLOW command (Main Menu> General Postproc> Safety Factor> factor type) defines allowable stresses for safety factor calculations. The SEXP command (Main Menu> General Postproc> Element Table> Exponentiate) exponentiates and multiplies two columns in the element table. The SFACT command (Main Menu> General Postproc> Safety Factor> Restore NodeStrs orMain Menu> General Postproc> Safety Factor> SF for Node Strs) defines which safety factor calculations will be performed during subsequent display, select, or sort operations. The SFCALC command (Main Menu> General Postproc> Safety Factor> SF for ElemTable) calculates safety factors (for ETABLE items). The SMAX command (Main Menu> General Postproc> Element Table> Find Maximum) compares and stores the maximum of two columns. The SMIN command (Main Menu> General Postproc> Element Table> Find Minimum) compares and stores the minimum of two columns. The SMULT command (Main Menu> General Postproc> Element Table> Multiply) multiplies two specified columns in the element table. The SSUM command (Main Menu> General Postproc> Element Table> Sum of Each Item) calculates and prints the sum of each element table column. The TALLOW command (Main Menu> General Postproc> Safety Factor> Allowable Strs> Reset Temps or Main Menu> General Postproc> Safety Factor> Allowable Strs> Temp-depend) defines the temperature table for safety factor calculations. The VCROSS command (Main Menu> General Postproc> Element Table> Cross Product) calculates the cross product of two vectors stored in the element table. The VDOT command (Main Menu> General Postproc> Element Table> Dot Product) calculates the dot product of two vectors stored in the element table. 7.4.3. Creating and Combining Load Cases In a typical postprocessing session, you read one set of data (load step 1 data, for instance) into the database and process it. Each time you store a new set of data, POST1 clears the results portion of the database and then brings in the new results data. If you want to perform operations between two entire sets of results data (such as comparing and storing the maximum of two sets), you need to create load cases. A load case is a set of results data that has been assigned an arbitrary reference number. For instance, you can define the set of results at load step 2, substep 5 as load case number 1, the set of results at time = 9.32 as load case number 2, and so on. You can define up to 99 load cases, but you can store only one load case in the database at a time. Release 13.0 - © SAS IP, Inc. All rights reserved. - Contains proprietary and confidential information of ANSYS, Inc. and its subsidiaries and affiliates. 7.4.3. Creating and Combining Load Cases 175
- Page 139 and 140: prnsol finish 5.9.2. VT Accelerator
- Page 141 and 142: 5.12. Stopping Solution After Matri
- Page 143 and 144: Chapter 6: An Overview of Postproce
- Page 145 and 146: each element. Derived data are also
- Page 147 and 148: Chapter 7: The General Postprocesso
- Page 149 and 150: Although not required for postproce
- Page 151 and 152: The ETABLE command documentation li
- Page 153 and 154: • Path plots • Reaction force d
- Page 155 and 156: The PLETAB command contours data st
- Page 157 and 158: PLDISP,1 ! Deformed shape superimpo
- Page 159 and 160: 7.2.1.6. Particle Flow and Charged
- Page 161 and 162: • Particle flow traces occasional
- Page 163 and 164: The surfaces you create fall into t
- Page 165 and 166: You can opt to archive all defined
- Page 167 and 168: 19 41.811 51.777 .00000E+00 -66.760
- Page 169 and 170: Sample PRETAB and SSUM Output *****
- Page 171 and 172: 7.2.5. Mapping Results onto a Path
- Page 173 and 174: Command(s): PDEF GUI: Main Menu> Ge
- Page 175 and 176: To retrieve path information from a
- Page 177 and 178: 7.2.6. Estimating Solution Error On
- Page 179 and 180: Write Results - You can use the dat
- Page 181 and 182: NOTE: When you append data to your
- Page 183 and 184: EMF - Windows Enhanced Metafile For
- Page 185 and 186: Figure 7.20 The PGR File Options Di
- Page 187 and 188: 7.4.8. Comparing Nodal Solutions Fr
- Page 189: the effect of the rigid body rotati
- Page 193 and 194: To view correct mid-surface results
- Page 195 and 196: To get usable results combine the r
- Page 197 and 198: 7.4.4. Mapping Results onto a Diffe
- Page 199 and 200: • EMF (Main Menu> General Postpro
- Page 201 and 202: 7.4.8.1. Matching the Nodes The Mec
- Page 203 and 204: 7.4.8. Comparing Nodal Solutions Fr
- Page 205 and 206: Chapter 8: The Time-History Postpro
- Page 207 and 208: enables the alternate selections sh
- Page 209 and 210: 1. Click on the Add Data button. Re
- Page 211 and 212: APPEND Appends data to previously s
- Page 213 and 214: !derivative of variable 2 with resp
- Page 215 and 216: The above command assumes that you
- Page 217 and 218: When plotting complex data such as
- Page 219 and 220: Sample Output from EXTREM time-hist
- Page 221 and 222: 5. Select the variables to be opera
- Page 223 and 224: RESP requires two previously define
- Page 225 and 226: Chapter 9: Selecting and Components
- Page 227 and 228: Note Crossover commands for selecti
- Page 229 and 230: would put UX and UZ constraints on
- Page 231 and 232: The Command Reference describes the
- Page 233 and 234: Chapter 10: Getting Started with Gr
- Page 235 and 236: Remote Network Access Hidden Line R
- Page 237 and 238: 10.4.1. Adjusting Input Focus To en
- Page 239 and 240: • If the environment variable SB_
Chapter 7:The General Postprocessor (POST1)<br />
41 .36171 .72341<br />
51 .36693 .73387<br />
61 .13081 .26162<br />
71 .50835 1.0167<br />
81 .35024 .70049<br />
91 .25630 .51260<br />
MINIMUM VALUES<br />
ELEM 61 61<br />
VALUE .13081 .26162<br />
MAXIMUM VALUES<br />
ELEM 71 71<br />
VALUE .50835 1.0167<br />
Another example of arithmetic operations is to calculate the total volume of selected elements. To do this,<br />
you might store all element volumes in the element table, select the desired elements, and sum them using<br />
the SSUM command:<br />
ETABLE,VOLUME,VOLU ! Store element volumes (VOLU) as VOLUME<br />
ESEL,... ! Select desired elements<br />
SSUM ! Calculate and print sum of VOLUME column<br />
See the ETABLE, ESEL, and SSUM command descriptions for further information.<br />
Notes<br />
• All operation commands (SADD, SMULT, SSUM, etc.) work only on the selected elements.<br />
• ANSYS does not update element table entries automatically when a different set of results is read into<br />
the database. An element table output listing displays headers which indicate the status of each column<br />
relative to the current database. CURRENT indicates that the column data is from the current database,<br />
PREVIOUS indicates that it is from a previous database, and MIXED indicates that it results from an operation<br />
between previous and current data. (Once a column is labeled mixed, it will not change status<br />
unless you erase or redefine it with all elements selected.) The following commands cause column<br />
headers to change from CURRENT to PREVIOUS:<br />
SET<br />
LCASE<br />
LCOPER<br />
LCZERO<br />
FLREAD<br />
DESOL<br />
Main Menu> General Postproc> selection criteria<br />
Main Menu> General Postproc> Load Case> Read Load Case<br />
Main Menu> General Postproc> Load Case> operation<br />
Main Menu> General Postproc> Load Case> Zero Load Case<br />
Main Menu> General Postproc> Read Results> FLOTRAN 2.1A<br />
Main Menu> General Postproc> Define/Modify> Elem Results<br />
• The ETABLE,REFL option, which refills (updates) the element table with values currently in the database,<br />
does not affect calculated items. In the above double-the-UX example, if you read in a different set of<br />
results and then issue ETABLE only the ABC column will be updated ("current" status). The ABC2 column<br />
remains as is (keeps its "previous" status).<br />
• You can use the fact that ANSYS does not update the element table automatically after a new SET<br />
command to good advantage: for example, to compare element results between two or more load<br />
steps, or even between two or more analyses.<br />
• The following CALC module commands apply to calculations using the element table:<br />
174<br />
The SABS command (Main Menu> General Postproc> Element Table> Abs Value Option) causes<br />
absolute values to be used in subsequent element table operations.<br />
Release 13.0 - © SAS IP, Inc. All rights reserved. - Contains proprietary and confidential information<br />
of ANSYS, Inc. and its subsidiaries and affiliates.