summaryrefslogtreecommitdiff
path: root/Trivac/src/KINT03.f
diff options
context:
space:
mode:
Diffstat (limited to 'Trivac/src/KINT03.f')
-rwxr-xr-xTrivac/src/KINT03.f124
1 files changed, 124 insertions, 0 deletions
diff --git a/Trivac/src/KINT03.f b/Trivac/src/KINT03.f
new file mode 100755
index 0000000..6229ce4
--- /dev/null
+++ b/Trivac/src/KINT03.f
@@ -0,0 +1,124 @@
+*DECK KINT03
+ SUBROUTINE KINT03(MAXKN,ISPLH,NBMIX,NEL,LL4,SGD,SIDE,ZZ,VOL,MAT,
+ 1 KN,R,RH,RT,F2,F3)
+*
+*-----------------------------------------------------------------------
+*
+*Purpose:
+* Multiplication of a matrix by a vector in mesh-corner finite
+* difference approximation (hexagonal geometry). Special version for
+* Trivac.
+*
+*Copyright:
+* Copyright (C) 2010 Ecole Polytechnique de Montreal
+* This library is free software; you can redistribute it and/or
+* modify it under the terms of the GNU Lesser General Public
+* License as published by the Free Software Foundation; either
+* version 2.1 of the License, or (at your option) any later version
+*
+*Author(s): A. Hebert
+*
+*Parameters: input
+* ISPLH type of mesh-splitting: =1 for complete hexagons; .gt.1 for
+* triangle mesh-splitting.
+* NBMIX number of material mixtures.
+* NEL total number of finite elements.
+* LL4 order of system matrices.
+* SGD cross section per material mixture.
+* SIDE dide of an hexagon.
+* ZZ height of each hexagon.
+* VOL volume of each element.
+* MAT mixture index assigned to each element.
+* KN element-ordered unknown list.
+* R unit matrix.
+* RH unit matrix.
+* RT unit matrix.
+* F2 vector to multiply.
+*
+*Parameters: output
+* F3 result of the multiplication.
+*
+*-----------------------------------------------------------------------
+*
+*----
+* SUBROUTINE ARGUMENTS
+*----
+ INTEGER MAXKN,ISPLH,NBMIX,NEL,LL4,MAT(NEL),KN(MAXKN)
+ REAL SGD(NBMIX),SIDE,ZZ(NEL),VOL(NEL),R(2,2),RH(6,6),RT(3,3),
+ 1 F2(LL4),F3(LL4)
+*----
+* LOCAL VARIABLES
+*----
+ INTEGER ILIEN(6,3),IJ17(14),IJ27(14),IJ16(12),IJ26(12),IJ1(14),
+ 1 IJ2(14)
+ REAL RH2(7,7)
+ DOUBLE PRECISION RR,VOL1,RTHG(14,14)
+ DATA ILIEN/6*4,2,1,5,6,7,3,1,5,6,7,3,2/
+ DATA IJ16,IJ26 /1,2,3,4,5,6,1,2,3,4,5,6,6*1,6*2/
+ DATA IJ17,IJ27 /1,2,3,4,5,6,7,1,2,3,4,5,6,7,7*1,7*2/
+*----
+* COMPUTE THE HEXAGONAL MASS (RH2).
+*----
+ IF(ISPLH.EQ.1) THEN
+ LC=6
+ DO 20 I=1,2*LC
+ IJ1(I)=IJ16(I)
+ IJ2(I)=IJ26(I)
+ 20 CONTINUE
+ DO 41 I=1,LC
+ DO 40 J=1,LC
+ RH2(I,J)=RH(I,J)
+ 40 CONTINUE
+ 41 CONTINUE
+ ELSE
+ LC=7
+ DO 60 I=1,2*LC
+ IJ1(I)=IJ17(I)
+ IJ2(I)=IJ27(I)
+ 60 CONTINUE
+ DO 76 I=1,LC
+ DO 75 J=1,LC
+ RH2(I,J)=0.0
+ 75 CONTINUE
+ 76 CONTINUE
+ DO 82 K=1,6
+ DO 81 I=1,3
+ NUMI=ILIEN(K,I)
+ DO 80 J=1,3
+ NUMJ=ILIEN(K,J)
+ RH2(NUMI,NUMJ)=RH2(NUMI,NUMJ)+RT(I,J)
+ 80 CONTINUE
+ 81 CONTINUE
+ 82 CONTINUE
+ ENDIF
+ LL=2*LC
+*----
+* CALCULATION OF 3-D MASS AND STIFFNESS MATRICES FROM TENSORIAL PRODUCT
+* OF 1-D AND 2-D MATRICES.
+*----
+ DO 91 I=1,LL
+ I1=IJ1(I)
+ I2=IJ2(I)
+ DO 90 J=1,LL
+ J1=IJ1(J)
+ J2=IJ2(J)
+ RTHG(I,J)=RH2(I1,J1)*R(I2,J2)
+ 90 CONTINUE
+ 91 CONTINUE
+*
+ NUM1=0
+ VOL1=SIDE*SIDE
+ DO 160 K=1,NEL
+ L=MAT(K)
+ IF(L.EQ.0) GO TO 160
+ IF(VOL(K).EQ.0.0) GO TO 150
+ DO 110 I=1,LL
+ INW1=KN(NUM1+I)
+ IF(INW1.EQ.0) GO TO 110
+ RR=RTHG(I,I)*VOL1*ZZ(K)
+ F3(INW1)=F3(INW1)+REAL(RR)*SGD(L)*F2(INW1)
+ 110 CONTINUE
+ 150 NUM1=NUM1+LL
+ 160 CONTINUE
+ RETURN
+ END