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4 3 4 0 5 2 5 4 5 0 5 2 6 6 5 0 5 2 7 7 1 0 5 0 8 8 2 0 5 0 9 9 3 0 5 0 10 10 4 0 5 0 11 11 5 0 5 0 12 12 6 0 5 0 13 7 8 0 5 3 14 8 9 0 5 3 15 9 10 1 5 3 5.45 7.75 0. 5.4 8. 0. 5.3 8.25 0. 5.2 8.50 0. 5.1 8.75 0. 16 10 11 1 5 3 4.5 9.3 0. 4.25 9.45 0. 4.0 9.5 0. 3.5 9.45 0. 3.25 9.3 0. 17 11 12 1 5 3 2.60 8.75 0. 2.40 8.50 0. 2.25 8.25 0. 2.10 8.0 0. 2.05 7.75 0. 18 12 7 0 5 3 19 13 7 0 5 0 20 13 8 0 5 0 21 13 9 0 5 0 22 13 10 0 5 0 23 13 11 0 5 0 24 13 12 0 5 0 25 19 14 0 5 2 26 14 15 0 5 2 27 15 16 0 5 2 28 16 17 0 5 2 29 17 18 0 5 2 30 19 18 0 5 2 31 20 14 0 5 0 32 21 15 0 5 0 33 22 16 0 5 0 34 23 17 0 5 0 35 24 18 0 5 0 36 25 19 0 5 0 37 20 21 0 5 3 38 21 22 0 5 3 39 22 23 1 5 3 5.45 7.75 10. 5.4 8. 10. 5.3 8.25 10. 5.2 8.50 10. 5.1 8.75 10. 40 23 24 1 5 3 4.5 9.3 10. 4.25 9.45 10. 4.0 9.5 10. 3.5 9.45 10. 3.25 9.3 10. 41 24 25 1 5 3 2.60 8.75 10. 2.40 8.50 10. 2.25 8.25 10. 2.10 8.0 10. 2.05 7.75 10. 42 25 20 0 5 3 43 26 20 0 5 0 44 26 21 0 5 0 45 26 22 0 5 0 46 26 23 0 5 0 47 26 24 0 5 0 48 26 25 0 5 0 49 1 14 0 2 0 50 2 15 0 2 0 51 3 16 0 2 0 52 4 17 0 2 0 53 5 18 0 2 0 54 6 19 0 2 0 55 7 20 0 2 0 56 8 21 0 2 0 57 9 22 0 2 0 58 10 23 0 2 0 59 11 24 0 2 0 60 12 25 0 2 0 61 13 26 0 2 0$ COARSE ELEMENTS $$ I NCGE VERTICES NCGE NDSD $ 1 7 1 2 8 7 14 15 21 20 7 1 2 7 2 3 9 8 15 16 22 21 7 1 3 7 3 4 10 9 16 17 23 22 7 1 4 7 10 11 5 4 23 24 18 17 7 1 5 7 5 6 12 11 18 19 25 24 7 1 6 7 1 7 12 6 14 20 25 19 7 1 7 6 7 8 13 20 21 26 6 2 8 6 8 13 9 21 26 22 6 2 9 6 13 9 10 26 22 23 6 2 10 6 13 10 11 26 23 24 6 2 11 6 13 11 12 26 24 25 6 2 12 6 7 13 12 20 26 25 6 2</PRE><P><P><A NAME=4608> </A><IMG BORDER=0 ALIGN=BOTTOM ALT="" SRC="img133.gif"><BR><STRONG>Figure 3.5:</STRONG> <i> 3D mesh via <b> COLIBR</b></i><A NAME=figparttun> </A><BR><P><P>The following example illustrates the utilization of <b> COLIBH</b> for the case where thedata is calculated, in the program, from a reduced set of parameters. The calling program of the module, which uses 2 subroutines, is given below, followed by a plot of the resulting mesh infigure <A HREF="node51.html#figjoint1">3.6</A>.<P><P><P><PRE>C ++++++++++++++++++++++++++++++++++++++++++++++C TEST COLIBH ( COLIB2 WITH A SINGLE HEXAHEDRA ) C ----------- EXAMPLE OF THE JUNCTION ( PART 1 )C ++++++++++++++++++++++++++++++++++++++++++++++ PARAMETER ( LM = 300000 ) COMMON M(LM) INTEGER IDECAR(12),NBPARE(12) REAL XYZ(3,8),XYZINT(3,200)C IMPRE = 3 NNN = 0 CALL INITIS(M,LM,IMPRE,NNN) C --- THE O.D.S. NOPO --- NFNOPO = 10 NINOPO = 0 CALL TRUNIT (NFNOPO) CALL OUVRIS(NFNOPO,'joint1.nopo','UNKNOWN,UNFORMATTED',2000000)C --- THE REFERENCES AND THE SUB-DOMAIN --- NDSDE = 1 IREF = 1 C ------------------------C --- THE GEOMETRY --- C ------------------------ DO 1 I=1,3 DO 1 J=1,8 XYZ(I,J) = 0. 1 CONTINUEC --- THE DEFINITION PARAMETERS : RPI = 3.14159265 A30 = 30. * RPI / 180. S30 = SIN(A30) C30 = COS(A30) R03 = 0.3 X03 = 0. Y03 = 0. R06 = 0.6 X06 = 0. Y06 = 0. BB = 1.2C --- THE BASIS : XYZ(1,1) = R06 * S30 XYZ(1,2) = R06 * S30 XYZ(1,3) = R03 * S30 XYZ(1,4) = R03 * S30 XYZ(2,1) = - R06 * C30 XYZ(2,2) = R06 * C30 XYZ(2,3) = R03 * C30 XYZ(2,4) = - R03 * C30 C --- THE TOP : DO 2 I=1,2 DO 2 J=1,4 XYZ(I,J+4) = XYZ(I,J) 2 CONTINUE DO 3 J=1,4 AA = 1.0 + 0.3 * XYZ(1,J) / 1.7 CALL SPELLI(AA,BB,XYZ(2,J+4),XYZ(3,J+4)) 3 CONTINUE C --- THE SIDES : NPI = 5 DO 4 J=1,12 NBPARE(J) = NPI IDECAR(J) = 0 4 CONTINUE NBPARE(2) = 3 NBPARE(4) = 3 NBPARE(10) = 3 NBPARE(12) = 3 C IDECAR(1) = 1 IDECAR(3) = 1 IDECAR(9) = 1 IDECAR(11) = 1 C --- THE INTERMEDIARY POINTS : C EDGE 1 : IEX11 = 1 IEX21 = 2 D1 = ( XYZ(2,IEX21) - XYZ(2,IEX11) ) / ( NPI + 1. ) C EDGE 3 : IEX13 = 3 IEX23 = 4 D3 = ( XYZ(2,IEX23) - XYZ(2,IEX13) ) / ( NPI + 1. )C Y DO 5 J=1,NPI XYZINT(2,J) = XYZ(2,IEX11) + J * D1 XYZINT(2,J+NPI) = XYZ(2,IEX13) + J * D3 5 CONTINUE C X = FUNCTION OF Y DO 6 J=1,NPI CALL SPCERC(R06,X06,Y06,XYZINT(2,J),XYZINT(1,J)) CALL SPCERC(R03,X03,Y03,XYZINT(2,J+NPI),XYZINT(1,J+NPI)) 6 CONTINUE C SUPPORT ON THE EDGES 9 AND 11 : DO 7 J=1,NPI XYZINT(1,J+2*NPI) = XYZINT(1,J) XYZINT(1,J+3*NPI) = XYZINT(1,J+NPI) XYZINT(2,J+2*NPI) = XYZINT(2,J) XYZINT(2,J+3*NPI) = XYZINT(2,J+NPI) 7 CONTINUE C Z DO 8 J=1,4*NPI XYZINT(3,J) = 0. 8 CONTINUE C Z ( EDGES 9 AND 11 ) DO 9 J=1,2*NPI AA = 1.0 + 0.3 * XYZINT(1,J+2*NPI) / 1.7 CALL SPELLI(AA,BB,XYZINT(2,J+2*NPI),XYZINT(3,J+2*NPI)) 9 CONTINUE C --- CALL THE MODULE --- CALL COLIBH(M,NFNOPO,NINOPO,XYZ,IDECAR,NBPARE,XYZINT,IREF,NDSDE) STOP END C ++++++++++++++++++++++++++++++++++++++++++++++C SPCERC C ++++++++++++++++++++++++++++++++++++++++++++++ SUBROUTINE SPCERC(R,A,B,Y,X) RES = R*R - ( Y - B ) * ( Y - B ) X = A + SQRT( RES ) END C ++++++++++++++++++++++++++++++++++++++++++++++C SPELLIC ++++++++++++++++++++++++++++++++++++++++++++++ SUBROUTINE SPELLI(A,B,Y,Z) Z = SQRT( 1. - Y*Y / ( A*A ) ) END</PRE><P><P><P><P><A NAME=4867> </A><IMG BORDER=0 ALIGN=BOTTOM ALT="" SRC="img134.gif"><BR><STRONG>Figure 3.6:</STRONG> <i> 3D mesh via <b> COLIBH</b></i><A NAME=figjoint1> </A><BR><P><P>The following example results from several calls to <b> COLIBH</b>, gluing the meshes obtained together,and different geometric manipulations of the latter (symmetries, rotations, etc., and a final gluingtogether).<P><P><A NAME=4877> </A><IMG BORDER=0 ALIGN=BOTTOM ALT="" SRC="img135.gif"><BR><STRONG>Figure 3.7:</STRONG> <i> Mesh of a junction via <b> COLIBH</b> and geometric transformations</i><A NAME=figcolib21> </A><BR><P><P><HR SIZE=3 WIDTH="75%"><IMG SRC="../icons/smallmod.gif" WIDTH=211 HEIGHT=50 ALIGN=BOTTOM ALT="Modulef"><A NAME=tex2html1479 HREF="node50.html"><IMG BORDER=0 ALIGN=BOTTOM SRC="../icons/previous_motif.gif" ALT="previous"></A><A NAME=tex2html1483 HREF="node45.html"><IMG BORDER=0 ALIGN=BOTTOM SRC="../icons/up_motif.gif" ALT="up"></A><A NAME=tex2html1485 HREF="node52.html"><IMG BORDER=0 ALIGN=BOTTOM SRC="../icons/next_motif.gif" ALT="next"></A><A NAME=tex2html1487 HREF="node2.html"><IMG BORDER=0 ALIGN=BOTTOM SRC="../icons/contents_motif.gif" ALT="contents"></A><A NAME=tex2html1488 HREF="node28.html"><IMG BORDER=0 ALIGN=BOTTOM SRC="../icons/index_motif.gif" ALT="index"></A><A HREF="../Guide3-18/node51.html"><IMG BORDER=0 SRC="../icons/zoom18.gif" ALIGN=BOTTOM ALT="[BIG]"></A><A HREF="../Guide3-14/node51.html"><IMG BORDER=0 SRC="../icons/zoom14.gif" ALIGN=BOTTOM ALT="[Normal]"></A><A HREF="../Guide3-10/node51.html"><IMG BORDER=0 SRC="../icons/zoom10.gif" ALIGN=BOTTOM ALT="[small]"></A><BR><B> Next: </B> <A NAME=tex2html1486 HREF="node52.html">3.3 Extrusion method (cylindrical topology)</A><B>Up: </B> <A NAME=tex2html1484 HREF="node45.html">3.2 Multi-block method</A><B> Prev: </B> <A NAME=tex2html1480 HREF="node50.html">3.2.5 Preprocessor COLIXX</A><B><A HREF="node28.html" >Index</A></B><B><A HREF="node2.html" >Contents</A></B><BR> <HR><P><ADDRESS></ADDRESS></BODY></HTML>
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