source: issm/oecreview/Archive/16554-17801/ISSM-17140-17141.diff@ 17802

Index: ../trunk-jpl/src/c/analyses/StressbalanceAnalysis.cpp
===================================================================
--- ../trunk-jpl/src/c/analyses/StressbalanceAnalysis.cpp       (revision 17140)
+++ ../trunk-jpl/src/c/analyses/StressbalanceAnalysis.cpp       (revision 17141)
@@ -5,7 +5,7 @@
 #include "../modules/modules.h"
 #include "../solutionsequences/solutionsequences.h"
 
-//#define FSANALYTICAL 1
+//#define FSANALYTICAL 2
 
 /*Model processing*/
 int  StressbalanceAnalysis::DofsPerNode(int** pdoftype,int meshtype,int approximation){/*{{{*/
@@ -2761,9 +2761,17 @@
                y_coord=element->GetYcoord(gauss);
                z_coord=element->GetZcoord(gauss);
 
-               forcex=fx1(x_coord,y_coord,z_coord);
-               forcey=fy1(x_coord,y_coord,z_coord);
-               forcez=fz1(x_coord,y_coord,z_coord);
+               #if FSANALYTICAL == 1
+                       forcex=fx1(x_coord,y_coord,z_coord);
+                       forcey=fy1(x_coord,y_coord,z_coord);
+                       forcez=fz1(x_coord,y_coord,z_coord);
+               #elseif FSANALYTICAL == 2
+                       forcex=fx2(x_coord,y_coord,z_coord);
+                       forcey=fy2(x_coord,y_coord,z_coord);
+                       forcez=fz2(x_coord,y_coord,z_coord);
+               #else 
+                       _error_("FS analytical not implemented yet");
+               #endif
 
                for(i=0;i<vnumnodes;i++){
                        pe->values[i*dim+0] += forcex *Jdet*gauss->weight*vbasis[i];
@@ -3154,14 +3162,14 @@
         *                                      [ phi ]
         *
         *      In 3d
-        *         Bvi=[ dh/dx          0             0      ]
-        *                                      [   0           dh/dy           0      ]
-        *                                      [   0             0           dh/dz    ]
-        *                                      [ 1/2*dh/dy    1/2*dh/dx        0      ]
-        *                                      [ 1/2*dh/dz       0         1/2*dh/dx  ]
-        *                                      [   0          1/2*dh/dz    1/2*dh/dy  ]
-        *                                      [   0             0             0      ]
-        *                                      [ dh/dx         dh/dy         dh/dz    ]
+        *         Bvi=[ dh/dx     0        0    ]
+        *                                      [   0      dh/dy      0    ]
+        *                                      [   0        0      dh/dz  ]
+        *                                      [ dh/dy    dh/dx      0    ]
+        *                                      [ dh/dz      0      dh/dx  ]
+        *                                      [   0      dh/dz    dh/dy  ]
+        *                                      [ dh/dx    dh/dy    dh/dz  ]
+        *                                      [   0        0        0    ]
         *
         *         Bpi=[ 0 ]
         *                                      [ 0 ]
@@ -3169,8 +3177,8 @@
         *                                      [ 0 ]
         *                                      [ 0 ]
         *                                      [ 0 ]
+        *                                      [ 0 ]
         *                                      [ h ]
-        *                                      [ 0 ]
         *      where phi is the finiteelement function for node i.
         *      In 3d:
         */