URI:
       tfix vtk files - sphere - GPU-based 3D discrete element method algorithm with optional fluid coupling
  HTML git clone git://src.adamsgaard.dk/sphere
   DIR Log
   DIR Files
   DIR Refs
   DIR LICENSE
       ---
   DIR commit a46ed4ed9cb15cae01a5897578a35aeace71c035
   DIR parent db378368459b79a351971445588510f7479c9455
  HTML Author: Anders Damsgaard <anders.damsgaard@geo.au.dk>
       Date:   Tue, 14 Oct 2014 13:49:48 +0200
       
       fix vtk files
       
       Diffstat:
         M python/sphere.py                    |      13 ++++++++-----
       
       1 file changed, 8 insertions(+), 5 deletions(-)
       ---
   DIR diff --git a/python/sphere.py b/python/sphere.py
       t@@ -5091,19 +5091,19 @@ class sim:
                        # First iteration: Allocate arrays and find constant values
                        if (i == 0):
                            # Shear displacement
       -                    self.xdisp     = numpy.zeros(lastfile+1, dtype=numpy.float64)
       +                    self.xdisp    = numpy.zeros(lastfile+1, dtype=numpy.float64)
        
                            # Normal stress
       -                    self.sigma_eff = numpy.zeros(lastfile+1, dtype=numpy.float64)
       +                    self.sigma_eff= numpy.zeros(lastfile+1, dtype=numpy.float64)
        
                            # Normal stress
       -                    self.sigma_def = numpy.zeros(lastfile+1, dtype=numpy.float64)
       +                    self.sigma_def= numpy.zeros(lastfile+1, dtype=numpy.float64)
        
                            # Shear stress
       -                    self.tau       = numpy.zeros(lastfile+1, dtype=numpy.float64)
       +                    self.tau      = numpy.zeros(lastfile+1, dtype=numpy.float64)
        
                            # Upper wall position
       -                    self.dilation  = numpy.zeros(lastfile+1, dtype=numpy.float64)
       +                    self.dilation = numpy.zeros(lastfile+1, dtype=numpy.float64)
        
                            # Upper wall position
                            self.tau_p = 0.0             # Peak shear stress
       t@@ -5116,6 +5116,9 @@ class sim:
                            w_x0 = sb.w_x[0]        # Original height
                            A = sb.L[0] * sb.L[1]   # Upper surface area
        
       +                if (i == 1):
       +                    w_x0 = sb.w_x[0]        # Original height
       +
                        # Summation of shear stress contributions
                        for j in fixvel[0]:
                            if (sb.vel[j,0] > 0.0):