[cig-commits] r3860 - short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/bm1c

willic3 at geodynamics.org willic3 at geodynamics.org
Fri Jun 23 08:01:09 PDT 2006


Author: willic3
Date: 2006-06-23 08:01:08 -0700 (Fri, 23 Jun 2006)
New Revision: 3860

Removed:
   short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/bm1c/bm1c.0.fuldat
   short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/bm1c/bm1c.0.hist
   short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/bm1c/bm1c.0.prop
   short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/bm1c/bm1c.0.statevar
   short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/bm1c/bm1c.0.time
Log:
Removed files that can be replaced by symlinks from a shell script.



Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/bm1c/bm1c.0.fuldat
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/bm1c/bm1c.0.fuldat	2006-06-23 14:54:53 UTC (rev 3859)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/bm1c/bm1c.0.fuldat	2006-06-23 15:01:08 UTC (rev 3860)
@@ -1,5 +0,0 @@
-# Time steps for which full output is desired for SCEC benchmark 1.
-#
-        10
-        50
-       100

Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/bm1c/bm1c.0.hist
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/bm1c/bm1c.0.hist	2006-06-23 14:54:53 UTC (rev 3859)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/bm1c/bm1c.0.hist	2006-06-23 15:01:08 UTC (rev 3860)
@@ -1,22 +0,0 @@
-# Sample time history definition file for TECTON.
-# Each history consists of two or more lines.  The first line defines
-# the number of points defining the history and the default load
-# value for the history.  Subsequent lines define time, load pairs.
-#
-# Dummy load history file.  No load histories are actually required
-# for SCEC benchmark 1.
-#
-# The definitions are as follows:
-#
-#   npoints  = The number of points defining the given history.
-#   defval   = The value assigned to every point by default.  The
-#              default value is then overridden by load values.
-#   time     = The time value for a given point.
-#   load     = The load value for a given point.
-#
-#  npoints(i)   defval(i)
-#  time(j,i)    load(j,i), j=1,points(i), i=1,nhistories
-#
-      2    0.0
-    0.0    1.0
-  4.0e8    1.0

Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/bm1c/bm1c.0.prop
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/bm1c/bm1c.0.prop	2006-06-23 14:54:53 UTC (rev 3859)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/bm1c/bm1c.0.prop	2006-06-23 15:01:08 UTC (rev 3860)
@@ -1,24 +0,0 @@
-#  Sample material properties definition file.
-#  The number of properties for each material model have been
-#  previously defined.
-#  At present, the materials are assumed to be listed in order, so that
-#  material number is determined by position in this file.  This may
-#  change in the future.
-#  Also, the end of each material description is signified by setting
-#  the endMaterial flag to 'True'.
-#  Also at present, the materialType corresponds to a class, so the
-#  first letter is capitalized.
-#
-# Material number 1
-materialType 	= 'IsotropicLinearMaxwellViscoelastic'
-density         = 3000.0*kg/m**3		#  Density
-youngsModulus   = 7.5e10*Pa			#  Young's modulus
-poissonsRatio   = 0.25				#  Poisson's ratio
-viscosity       = 1.0e+18*Pa*s                  #  Viscosity
-endMaterial	= True
-# Material number 2
-materialType 	= 'IsotropicLinearElastic'
-density         = 3000.0*kg/m**3		#  Density
-youngsModulus   = 7.5e10*Pa			#  Young's modulus
-poissonsRatio   = 0.25				#  Poisson's ratio
-endMaterial	= True

Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/bm1c/bm1c.0.statevar
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/bm1c/bm1c.0.statevar	2006-06-23 14:54:53 UTC (rev 3859)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/bm1c/bm1c.0.statevar	2006-06-23 15:01:08 UTC (rev 3860)
@@ -1,34 +0,0 @@
-# Sample file defining which state variables are to be output for
-# the elastic and time dependent solutions.
-#
-#     The istatout array specifies output options for each individual
-#     state variable.  At present there are a maximum of 24 possible
-#     state variables, and this number may increase with the addition
-#     of new material models.  There are three types of state variable
-#     output:
-#
-#           1  Total accumulated values for the current time step
-#           2  Incremental values from the previous step to the current
-#           3  Rates computed from the previous step to the current
-#
-#      Present state variables occur in groups of 6, corresponding to
-#      the number of stress/strain components, although this may change
-#      in the future.  The present groups are:
-#
-#      1-6:    Cauchy stress
-#      7-12:   Total strain
-#      13-18:  Viscous strain
-#      18-24:  Plastic strain
-#
-#      Three lines of input are required, corresponding to the three
-#      types of state variable output.  For each line the user must
-#      enter:
-#      The number of state variables to output for this type (nstatout).
-#        Note that the value of nstatout may be zero, in which case no
-#        further output is needed for that line.
-#      The state variables to output for this type (nstatout values).
-#
-#nstatout, istatout(i),i=1,nstatout
-    12   1   2   3   4   5   6   7   8   9  10  11  12
-    12   1   2   3   4   5   6   7   8   9  10  11  12
-    0

Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/bm1c/bm1c.0.time
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/bm1c/bm1c.0.time	2006-06-23 14:54:53 UTC (rev 3859)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/bm1c/bm1c.0.time	2006-06-23 15:01:08 UTC (rev 3860)
@@ -1,64 +0,0 @@
-# Sample time step group definition file for TECTON.  This file
-# contains several integer and real parameters that must be defined
-# for each group.  Note that the elastic solution corresponds to
-# group number 0 and must always be defined.  Some of the parameters
-# have no meaning for the elastic solution but they are defined
-# anyway.  In the fortran code, each of the parameters (other than n)
-# is stored in a separate array of dimension nintg+1, where nintg
-# is the number of time step groups.  The definitions are as follows:
-#
-#   n      = time step group number.  The elastic solution
-#            corresponds to group number 0, and must always be
-#            defined.
-#   maxstp = the number of steps in the group (this is always 1 for
-#            the elastic solution).
-#   delt   = time step size.  This is a real value with units of
-#            time.
-#   alfa   = amount of implicitness.  This is a real dimensionless
-#            parameter with values that can range from 0.0 (fully
-#            explicit) to 1.0 (fully implicit).  The value is
-#            generally set to 0.5.
-#   maxit  = maximum number of equilibrium iterations before stiffness 
-#            matrix is reformed.
-#   ntdinit= number of time steps between initial reformation of
-#            stiffness matrix (before any iterations).  A negative
-#            value indicates that reformation should occur only once
-#            for the first step in the group.  A value of zero indicates
-#            that reformation should never occur.
-#   lgdef  = large deformation solution flag.  This is an integer
-#            parameter with 3 possible values:
-#            0:  linear strain
-#            1:  large strain, but use only the linear contribution
-#                to the stiffness matrix.  This sometimes gives
-#                better convergence.
-#            2:  large strain using the nonlinear contribution to the
-#                stiffness matrix.
-#
-# Convergence criteria for the nonlinear iterative solution:
-#
-#   utol   = convergence tolerance for displacements.  This is a
-#            dimensionless real value.
-#   ftol   = convergence tolerance for forces.  This is a
-#            dimensionless real value.
-#   etol   = convergence tolerance for energy.  This is a
-#            dimensionless real value.
-#   itmax  = maximum number of equilibrium iterations.  This is an
-#            integer quantity.
-#
-# Note that the convergence criteria defined below are appropriate for
-# a linear elastic problem.  The values would be much different for a
-# nonlinear or time-dependent problem.
-#
-# The only parameter in this list requiring units is the time step
-# size, with units of time.  I generally make sure everything is
-# converted to seconds, although I frequently specify time in years.
-#
-# Time step information for SCEC benchmark 1.
-#
-#
-time_units = year  # This should be converted to seconds.
-#
-# n maxstp delt alfa maxit ntdinit lgdef utol     ftol    etol  itmax
-#
-  0   1   0.e+0  5.e-1 1001   4      0  1.0e+00  1.0e+0  1.0e+00 1
-  1 100   0.1    5.e-1 1001  -1      0  1.0e+00  1.0e+00 1.0e+00 1



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