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<LI> Display the next (2) or previous (3) view;<LI> Refresh (4) the screen;<LI> Zoom (5 or M) (designate the zoom zone by clicking or designating manually), or a zoom- (6);<LI> Produce a hardcopy (9) of the screen, or a softcopy (8) on another graphical terminal; having done this,the user is returned to the initial state (of this <i> graphics</i> menu).</UL><P><P><P>We now give some details regarding the choices possible as a function of the type ofvisualization selected:<P><DL COMPACT><DT>Mesh only:<DD> <P>This corresponds to the case described above (identical with respect to the possibilities offeredby preprocessor <b> TRNOXX</b> for the two-dimensional case, to which the user is referred).<P><P><P><DT>Stresses:<DD> <P>Activate key 10 and choose option 1. It is then necessary to enter the name of the filecontaining D.S. <b> TAE</b> containing the stresses. The enlarged menu(additional keys followed by an asterisk) is given below:<P><PRE> ------------------------------------------------------------ | 10 | PLOT TYPE | MESH AND STRESSES ------------------------------------------------------------ | 11 | DEVICE NUMBER | 1 ------------------------------------------------------------ | 12 | PLOT TITLE | ------------------------------------------------------------ | 20 | D.S. MAIL TO PLOT | carre.mail1 ------------------------------------------------------------ | 20 | D.S. COOR TO PLOT | carre.coor1 ------------------------------------------------------------ | 21 | D.S. TAE USED | carre.taes ------------------------------------------------------------ | 24 | LOAD CASE | 1 ------------------------------------------------------------ | 33 | CRITERION TO PLOT | PRINCIPAL STRESSES ------------------------------------------------------------ | 28 | ARROW ENDS | -1 ------------------------------------------------------------ | 29 | BIGEST ARROW IN CM. | 2.000000 ------------------------------------------------------------ | 31 | QUESTIONS ABOUT A D.S. | NO ------------------------------------------------------------ | 30 | PLOT SIZE | AUTO ------------------------------------------------------------ | 40 | CHARACTER TYPE | HARD ------------------------------------------------------------ | 50 | ITEMS TO PLOT | TRIANGULATION ------------------------------------------------------------ | 60 | LEGEND | YES ------------------------------------------------------------ | 70 | NUMBER | NONE ------------------------------------------------------------ | 80 | LINE TYPE (MESH) | SOLID ------------------------------------------------------------ | 80 | LINE TYPE (STRESSES) | SOLID ------------------------------------------------------------</PRE><P>A default value is proposed for each option.The above table lists the selections made automatically when plotting the stresses. Type 0 toobtain the plot of the mesh.<P>A key (a number) and a status corresponds to each item. To modify the status, it suffices to type thekey and enter the values corresponding to the status desired (see the general introduction).The list of keys is given below:<P><DL COMPACT><DT>Key 10:<DD> the plot type: mesh and stresses (default value).<DT>Key 11:<DD> already seen.<DT>Key 12:<DD> already seen.<DT>Key 20:<DD> already seen.<DT>Key 21*:<DD> the name of the file containing the solution (D.S. <b> TAE</b>).To change files, activate this key and enter the name of the new file to be consider.<DT>Key 24*:<DD> the load case to consider (1 by default). This value must lie between1 and NDSM, the total number of load cases present in D.S. <b> TAE</b> (number equal toto that of D.S. <b> B</b> used to construct this structure.<DT>Key 33*:<DD> the stress visualization mode: principal stresses by default. This choice can be modified bychoosing between:<PRE> PRINCIPAL STRESSES : 1 TRESCA CRITERION : 2 VON MISES CRITERION : 3 VON-MISES PLASTIC ZONE : 4 DRUCKER-PRAGER PLASTIC ZONE : 5 ?</PRE><DT>Key 29*:<DD> the maximum size of the arrows (2 cm by default). This value can be changed by activatingthis key.<DT>Key 28*:<DD> the type of arrows. The manner in which the arrowheads are plotted can bespecified as follows:<PRE> EXTREMITY OPEN , NORMALISED : -1 EXTREMITY CLOSED , NORMALISED : 1 EXTREMITY OPEN , FIXED : -2 EXTREMITY CLOSED , FIXED : 2</PRE>The arrowhead is open (2 lines) or closed (a triangle), and its "length" is calculated as a functionof the size of the arrow (which is related to the velocity modulus) or fixed (for all the arrows)to a value specified by the user.<DT>Key 31:<DD> already seen.<DT>Key 30:<DD> already seen.<DT>Key 40:<DD> already seen.<DT>Key 50:<DD> already seen.<DT>Key 60:<DD> already seen.<DT>Key 70:<DD> already seen.<P><DT>Key 80:<DD> the type of plot lines desired for the mesh and arrows:solid (by default) or, by activating this key, the choice between:<PRE> SOLID : 1 -- DOTTED : 2 DASHED : 3 -- MIXED : 4 ?</PRE><P> </DL><P>When visualizing a criterion (via key 33), it is plottedby hatching (defined by key 27 with respect to the density), or in color.<P><DL COMPACT><DT>Note:<DD> For a Von-Mises or Tresca criterion in the case of plane deformations, it is necessaryto know the Poisson coefficient, <IMG BORDER=0 ALIGN=BOTTOM ALT="" SRC="img89.gif">, and the nature (isotropic, etc.) of the material, information whichis not stored in the D.S. Consequently, this information must be entered here via keys42 and 43 which will appear in the general menu.<P> </DL><P>Once a plot is displayed on the screen, we have, as for all the other modules, a <em> graphics</em> menuat our disposal to perform operations (0), (1), (2), (3), (4), (5 or M), (6), (8) and(9) already described.<P><DL COMPACT><DT>Example:<DD> Two examples of two-dimensional meshes and the corresponding stresses obtained via<b> TRSTXX</b> are shown in figures <A HREF="#figtrstre1">3.7</A> to <A HREF="#figtrstre3">3.9</A>. It corresponds to theexample of test 2 in 2D elasticity with plane deformations described in [<A HREF="node109.html#guide1"><A NAME=tex2html331 HREF="../Guide1/welcome.html">MODULEF User Guide - 1</A></A>].<P>The plots were obtained by typing the following sequences:<P><UL><LI> figure <A HREF="#figtrstre1">3.7</A> : -1 t2mail t2coor 10 1 t2taes 80 2 1 0 8 2 bw ncadre nlogo x12 y12 ftrstre1 v<LI> figure <A HREF="#figtrstre2">3.8</A> : -1 t2mail t2coor 10 1 t2taes 33 2 27 .75 0 8 2 bw ncadre nlogo x12 y12 ftrstre2 v<LI> figure <A HREF="#figtrstre3">3.9</A> : -1 t2mail t2coor 10 1 t2taes 33 2 0 8 2 ncadre nlogo x12 y12 ftrstre3 v</UL> </DL><P><P><A NAME=2272> </A><IMG BORDER=0 ALIGN=BOTTOM ALT="" SRC="img90.gif"><BR><STRONG>Figure 3.7:</STRONG> <i> Example <b> TRSTXX</b> 2D: mesh and principal stresses</i><A NAME=2270iExample2266bTRSTXXb22662Dmeshandprincipalstressesi2270> </A><BR><P><P><P><A NAME=2285> </A><IMG BORDER=0 ALIGN=BOTTOM ALT="" SRC="img91.gif"><BR><STRONG>Figure 3.8:</STRONG> <i> Example <b> TRSTXX</b> 2D: mesh and stresses (Tresca's criterion)</i><A NAME=2283iExample2279bTRSTXXb22792DmeshandstressesTrescascriterioni2283> </A><BR><P><P><P><A NAME=2298> </A><IMG BORDER=0 ALIGN=BOTTOM ALT="" SRC="img92.gif"><BR><STRONG>Figure 3.9:</STRONG> <i> Example <b> TRSTXX</b> 2D: stresses (Tresca's criterion) with shading</i><A NAME=2296iExample2292bTRSTXXb22922DstressesTrescascriterionwithshadingi2296> </A><BR><P><P><DT>Plastic zones:<DD> <P>In the case of an elasticity problem, we return to the above case by choosing options 4 or 5 in key33. The user then needs to indicate, depending on the type of plasticity chosen, the values forthe plasticity threshold(4) via key 43, or the frictional angle and cohesion coefficient (5) via key 43.<P><P><P><DT>Temperatures:<DD> <P>Activate key 10 and choose option 2. It is then necessary to enter the name of thefile containing D.S. <b> TAE</b> containing the temperatures. The enlarged menu (additional keys indicated withan asterisk) is given below:<P><P><P><DT>Flux:<DD> <P>Activate key 10 and choose option 3. It is then necessary to enter the name of thefile containing D.S. <b> TAE</b> containing the flux. The enlarged menu (additional keys indicated withan asterisk) is given below:<P> </DL><P><HR SIZE=3 WIDTH="75%"><IMG SRC="../icons/smallmod.gif" WIDTH=211 HEIGHT=50 ALIGN=BOTTOM ALT="Modulef"><A NAME=tex2html974 HREF="node41.html"><IMG BORDER=0 ALIGN=BOTTOM SRC="../icons/previous_motif.gif" ALT="previous"></A><A NAME=tex2html980 HREF="node39.html"><IMG BORDER=0 ALIGN=BOTTOM SRC="../icons/up_motif.gif" ALT="up"></A><A NAME=tex2html982 HREF="node43.html"><IMG BORDER=0 ALIGN=BOTTOM SRC="../icons/next_motif.gif" ALT="next"></A><A NAME=tex2html984 HREF="node2.html"><IMG BORDER=0 ALIGN=BOTTOM SRC="../icons/contents_motif.gif" ALT="contents"></A><A HREF="../Guide6-18/node42.html"><IMG BORDER=0 SRC="../icons/zoom18.gif" ALIGN=BOTTOM ALT="[BIG]"></A><A HREF="../Guide6-14/node42.html"><IMG BORDER=0 SRC="../icons/zoom14.gif" ALIGN=BOTTOM ALT="[Normal]"></A><A HREF="../Guide6-10/node42.html"><IMG BORDER=0 SRC="../icons/zoom10.gif" ALIGN=BOTTOM ALT="[small]"></A><BR><B> Next: </B> <A NAME=tex2html983 HREF="node43.html">3.4 Three-dimensional solutions TRC3XX</A><B>Up: </B> <A NAME=tex2html981 HREF="node39.html">3 Visualization of solutions</A><B> Prev: </B> <A NAME=tex2html975 HREF="node41.html">3.2 Two-dimensional solutions TRMCXX</A><B><A HREF="node2.html" >Contents</A></B><BR> <HR><P><ADDRESS></ADDRESS></BODY></HTML>
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