summaryrefslogtreecommitdiff
path: root/Dragon/src/EDIG2S.f90
blob: 24ef2e788bfdfc97701dfcd5e7754fde33b9cce3 (plain)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
241
242
243
244
245
246
247
248
249
250
251
!
!-----------------------------------------------------------------------
!
!Purpose:
! Perform an homogenization based on a surfacic file.
!
!Copyright:
! Copyright (C) 2017 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
!
!-----------------------------------------------------------------------
!
MODULE EDIG2S_MOD
  
  USE PRECISION_AND_KINDS, ONLY : PDB

CONTAINS
  !
  FUNCTION EDIBAR(NODE,CX,CY) RESULT(TLAMB)
    !----
    !  Compute the barycentric coordinates of point (CX,CY) in a triangle
    !----
    REAL(PDB) :: NODE(6),CX,CY,TLAMB(3)
    !
    TLAMB(1) = ((NODE(4) - NODE(6))*(CX - NODE(5)) + (NODE(5) - NODE(3))*(CY - NODE(6))) / &
            ((NODE(4) - NODE(6))*(NODE(1) - NODE(5)) + (NODE(5) - NODE(3))*(NODE(2) - NODE(6)))
    TLAMB(2) = ((NODE(6) - NODE(2))*(CX - NODE(5)) + (NODE(1) - NODE(5))*(CY - NODE(6))) / &
           ((NODE(4) - NODE(6))*(NODE(1) - NODE(5)) + (NODE(5) - NODE(3))*(NODE(2) - NODE(6)))
    TLAMB(3) = 1.0D0 - TLAMB(1) - TLAMB(2)
  END FUNCTION EDIBAR
  !
  SUBROUTINE EDIG2S(IPRINT,IFGEO,NREG,NMERGE,IMERGE)
    !----
    !  Process RECT and TRIA data options
    !
    !Parameters: input
    ! IPRINT  print flag.
    ! IFGEO   unit file number of the surfacic file.
    ! NREG    number of regions.
    !
    !Parameters: input
    ! NMERGE  number of merged indices in array IMERGE.
    ! IMERGE  merged regions position.
    !
    !----
    USE SALGET_FUNS_MOD
    !----
    !  Subroutine arguments
    !----
    INTEGER IPRINT,IFGEO,NREG,NMERGE,IMERGE(NREG)
    !----
    !  Local variables
    !----
    INTEGER PREC,DATAIN(25),IPAR(5)
    REAL DATARE(25)
    REAL(PDB) CX,CY,DX,DY,SAA,SAB,ANGL,RPAR(5),TLAMB1(3),TLAMB2(3)
    REAL(PDB) NODX1,NODX2,NODY1,NODY2
    REAL(PDB), PARAMETER :: CONV=3.141592654_PDB/180.0_PDB
    PARAMETER(IFOUT0=0)
    CHARACTER NAME_GEOM*12,CARLIR*8,HSMG*131
    DOUBLE PRECISION DBLLIR
    !----
    !  Allocatable arrays
    !----
    INTEGER, DIMENSION(:), ALLOCATABLE :: NUM_MERGE,IFLUX,ITNODE
    INTEGER, DIMENSION(:,:), ALLOCATABLE :: ICOUNT
    REAL(PDB), DIMENSION(:,:), ALLOCATABLE :: NODE
    !----
    !  Read homogeneous node definitions
    !----
    CALL REDGET(ITYPLU,NMERGE,REALIR,CARLIR,DBLLIR)
    IF(ITYPLU.NE.1) CALL XABORT('EDIG2S: INTEGER VARIABLE EXPECTED.')
    IF(NMERGE.LE.0) CALL XABORT('EDIG2S: INVALID VALUE OF NMERGE.')
    ALLOCATE(NODE(6,NMERGE),ITNODE(NMERGE))
    DO IM=1,NMERGE
      CALL REDGET(ITYPLU,INTLIR,REALIR,CARLIR,DBLLIR)
      IF(ITYPLU.NE.3) CALL XABORT('EDIG2S: CHARACTER VARIABLE EXPECTED.')
      IF(CARLIR.EQ.'RECT') THEN
        ITNODE(IM)=1
        DO I=1,4
          CALL REDGET(ITYPLU,INTLIR,REALIR,CARLIR,DBLLIR)
          IF(ITYPLU.NE.2) CALL XABORT('EDIG2S: REAL VARIABLE EXPECTED(1).')
          NODE(I,IM)=REALIR
        ENDDO
        NODE(5:6,IM)=0.0D0
      ELSE IF(CARLIR.EQ.'TRIA') THEN
        ITNODE(IM)=2
        DO I=1,6
          CALL REDGET(ITYPLU,INTLIR,REALIR,CARLIR,DBLLIR)
          IF(ITYPLU.NE.2) CALL XABORT('EDIG2S: REAL VARIABLE EXPECTED(2).')
          NODE(I,IM)=REALIR
        ENDDO
      ELSE
        CALL XABORT('EDIG2S: *RECT* OR *TRIA* KEYWORD EXPECTED.')
      ENDIF
    ENDDO
    !----
    !  Determine homogenization indices
    !----
    IF(IFGEO.EQ.0) CALL XABORT('EDIG2S: surfacic file not defined.')
    CALL SALGET(DATAIN,6,IFGEO,IFOUT0,'dimensions for geometry')
    NBNODE=DATAIN(3)
    NBELEM=DATAIN(4)
    NBFLUX=DATAIN(6)
    CALL SALGET(DATAIN,3,IFGEO,IFOUT0,'index kndex prec')
    INDEX=DATAIN(1)
    KNDEX=DATAIN(2)
    PREC=DATAIN(3)
    CALL SALGET(DATARE,1,IFGEO,IFOUT0,'eps')
    EPS=DATARE(1)
    ALLOCATE(NUM_MERGE(NBNODE))
    CALL SALGET(NUM_MERGE,NBNODE,IFGEO,IFOUT0,'FLUX INDEX PER NODE')
    IF(MAXVAL(NUM_MERGE).NE.NBFLUX) CALL XABORT('EDIG2S: inconsistent NBFLUX.')
    CALL SALGET(NAME_GEOM,IFGEO,IFOUT0,'NAMES OF MACROS')
    ALLOCATE(IFLUX(NBFLUX))
    CALL SALGET(IFLUX,NBFLUX,IFGEO,IFOUT0,'macro order number per flux region.')
    DEALLOCATE(IFLUX)
    ALLOCATE(ICOUNT(NBNODE,NMERGE))
    ICOUNT(:NBNODE,:NMERGE)=0
    DO IELEM=1,NBELEM
      IPAR(:)=0
      RPAR(:)=0.0
      CALL SALGET(IPAR,3,IFGEO,IFOUT0,'integer descriptors')
      ITYPE=IPAR(1)
      SELECT CASE (ITYPE)
        CASE (1)
        NBER=4
        CASE (2)
        NBER=3
        CASE (3)
        NBER=5
      CASE DEFAULT
        WRITE(6,'(1X,''==> SAL126: unknown type '',I3)') ITYPE
        CALL XABORT('EDIG2S: unknown element type.')
      END SELECT
      CALL SALGET(RPAR,NBER,IFGEO,IFOUT0,PREC,'real descriptors')
      IF(ITYPE.EQ.1) THEN
        CX=RPAR(1) ; CY=RPAR(2)
        DX=CX+RPAR(3) ; DY=CY+RPAR(4)
        DO IM=1,NMERGE
          IF(ITNODE(IM).EQ.1) THEN
            NODX1=NODE(1,IM) ; NODX2=NODE(2,IM)
            NODY1=NODE(3,IM) ; NODY2=NODE(4,IM)
            IF((CX.GE.NODX1-EPS).AND.(DX.LE.NODX2+EPS).AND. &
               (CY.GE.NODY1-EPS).AND.(DY.LE.NODY2+EPS)) THEN
              IF((ABS(CX-DX).LE.EPS).AND.(ABS(CX-NODX1).LE.EPS)) THEN ! left vertical side
                IF(IPAR(2).GT.0) ICOUNT(IPAR(2),IM)=ICOUNT(IPAR(2),IM)+1
              ELSE IF((ABS(CX-DX).LE.EPS).AND.(ABS(CX-NODX2).LE.EPS)) THEN ! right vertical side
                IF(IPAR(3).GT.0) ICOUNT(IPAR(3),IM)=ICOUNT(IPAR(3),IM)+1
              ELSE IF((ABS(CY-DY).LE.EPS).AND.(ABS(CY-NODY1).LE.EPS)) THEN ! lower horizontal side
                IF(IPAR(3).GT.0) ICOUNT(IPAR(3),IM)=ICOUNT(IPAR(3),IM)+1
              ELSE IF((ABS(CY-DY).LE.EPS).AND.(ABS(CY-NODY2).LE.EPS)) THEN ! upper horizontal side
                IF(IPAR(2).GT.0) ICOUNT(IPAR(2),IM)=ICOUNT(IPAR(2),IM)+1
              ELSE IF((ABS(CX-DX).LE.EPS).OR.(ABS(CY-DY).LE.EPS)) THEN
                IF(IPAR(2).GT.0) ICOUNT(IPAR(2),IM)=ICOUNT(IPAR(2),IM)+1
                IF(IPAR(3).GT.0) ICOUNT(IPAR(3),IM)=ICOUNT(IPAR(3),IM)+1
              ENDIF
            ENDIF
          ELSE IF(ITNODE(IM).EQ.2) THEN
            TLAMB1=EDIBAR(NODE(1,IM),CX,CY)
            TLAMB2=EDIBAR(NODE(1,IM),DX,DY)
            IF((TLAMB1(1).GE.-EPS).AND.(TLAMB1(2).GE.-EPS).AND.(TLAMB1(3).GE.-EPS).AND. &
               (TLAMB2(1).GE.-EPS).AND.(TLAMB2(2).GE.-EPS).AND.(TLAMB2(3).GE.-EPS)) THEN
              IF((ABS(TLAMB1(1)).LE.EPS).AND.(ABS(TLAMB2(1)).LE.EPS)) THEN
                IF(IPAR(3).GT.0) ICOUNT(IPAR(3),IM)=ICOUNT(IPAR(3),IM)+1
              ELSE IF((ABS(TLAMB1(2)).LE.EPS).AND.(ABS(TLAMB2(2)).LE.EPS)) THEN
                IF(IPAR(3).GT.0) ICOUNT(IPAR(3),IM)=ICOUNT(IPAR(3),IM)+1
              ELSE IF((ABS(TLAMB1(3)).LE.EPS).AND.(ABS(TLAMB2(3)).LE.EPS)) THEN
                IF(IPAR(3).GT.0) ICOUNT(IPAR(3),IM)=ICOUNT(IPAR(3),IM)+1
              ELSE
                IF(IPAR(2).GT.0) ICOUNT(IPAR(2),IM)=ICOUNT(IPAR(2),IM)+1
                IF(IPAR(3).GT.0) ICOUNT(IPAR(3),IM)=ICOUNT(IPAR(3),IM)+1
              ENDIF
            ENDIF
          ENDIF
        ENDDO
      ELSE IF(ITYPE.EQ.2) THEN
        CX=RPAR(1) ; CY=RPAR(2)
        DO IM=1,NMERGE
          IF(ITNODE(IM).EQ.1) THEN
            NODX1=NODE(1,IM) ; NODX2=NODE(2,IM)
            NODY1=NODE(3,IM) ; NODY2=NODE(4,IM)
            IF((CX.GE.NODX1-EPS).AND.(CX.LE.NODX2+EPS).AND. &
               (CY.GE.NODY1-EPS).AND.(CY.LE.NODY2+EPS)) THEN
              IF(IPAR(2).GT.0) ICOUNT(IPAR(2),IM)=ICOUNT(IPAR(2),IM)+1
              IF(IPAR(3).GT.0) ICOUNT(IPAR(3),IM)=ICOUNT(IPAR(3),IM)+1
            ENDIF
          ELSE IF(ITNODE(IM).EQ.2) THEN
            TLAMB1=EDIBAR(NODE(1,IM),CX,CY)
            IF((TLAMB1(1).GE.-EPS).AND.(TLAMB1(2).GE.-EPS).AND.(TLAMB1(3).GE.-EPS)) THEN
              IF(IPAR(2).GT.0) ICOUNT(IPAR(2),IM)=ICOUNT(IPAR(2),IM)+1
              IF(IPAR(3).GT.0) ICOUNT(IPAR(3),IM)=ICOUNT(IPAR(3),IM)+1
            ENDIF
          ENDIF
        ENDDO
      ELSE IF(ITYPE.EQ.3) THEN
        SAA=RPAR(4) ; SAB=SAA+RPAR(5)
        IF(SAB>SAA) THEN
          ANGL=(SAB+SAA)*0.5
        ELSE
          ANGL=(SAB+SAA)*0.5+180.0
        ENDIF
        CX=RPAR(1)+COS(ANGL*CONV)*RPAR(3) ; CY=RPAR(2)+SIN(ANGL*CONV)*RPAR(3)
        DO IM=1,NMERGE
          IF(ITNODE(IM).EQ.1) THEN
            NODX1=NODE(1,IM) ; NODX2=NODE(2,IM)
            NODY1=NODE(3,IM) ; NODY2=NODE(4,IM)
            IF((CX.GE.NODX1-EPS).AND.(CX.LE.NODX2+EPS).AND. &
               (CY.GE.NODY1-EPS).AND.(CY.LE.NODY2+EPS)) THEN
              IF(IPAR(2).GT.0) ICOUNT(IPAR(2),IM)=ICOUNT(IPAR(2),IM)+1
              IF(IPAR(3).GT.0) ICOUNT(IPAR(3),IM)=ICOUNT(IPAR(3),IM)+1
            ENDIF
          ELSE IF(ITNODE(IM).EQ.2) THEN
            TLAMB1=EDIBAR(NODE(1,IM),CX,CY)
            IF((TLAMB1(1).GE.-EPS).AND.(TLAMB1(2).GE.-EPS).AND.(TLAMB1(3).GE.-EPS)) THEN
              IF(IPAR(2).GT.0) ICOUNT(IPAR(2),IM)=ICOUNT(IPAR(2),IM)+1
              IF(IPAR(3).GT.0) ICOUNT(IPAR(3),IM)=ICOUNT(IPAR(3),IM)+1
            ENDIF
          ENDIF
        ENDDO
      ENDIF
    ENDDO
    IMERGE(:NREG)=0
    ITEST=0
    DO IM=1,NMERGE
      DO INODE=1,NBNODE
        IF(ICOUNT(INODE,IM).GT.0) THEN
          IF(IMERGE(NUM_MERGE(INODE)).NE.0) THEN
            WRITE(HSMG,'(46HEDIG2S: inconsistent homogenization in mixture,I8, &
            & 11h, g2s node=,I8,1h.)') IM,INODE
            CALL XABORT(HSMG)
          ENDIF
          IMERGE(NUM_MERGE(INODE))=IM
          ITEST=ITEST+1
        ENDIF
      ENDDO
    ENDDO
    DEALLOCATE(NUM_MERGE,ICOUNT,ITNODE,NODE)
    IF(IPRINT.GT.0) THEN
      WRITE(6,'(53H EDIG2S: NUMBER OF NODES PROCESSED BY HOMOGENIZATION=,I8/ &
      & 9X,32HNUMBER OF NODES IN THE GEOMETRY=,12X,I8/ &
      & 9X,31HNUMBER OF HOMOGENEOUS MIXTURES=,13X,I8)') ITEST,NBNODE,NMERGE
    ENDIF
    RETURN
  END SUBROUTINE EDIG2S
END MODULE EDIG2S_MOD