[cig-commits] r8117 - in
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex:
powertest powertestesf
willic3 at geodynamics.org
willic3 at geodynamics.org
Mon Oct 15 19:03:04 PDT 2007
Author: willic3
Date: 2007-10-15 19:03:04 -0700 (Mon, 15 Oct 2007)
New Revision: 8117
Removed:
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertest/powertest.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.bc
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.connect
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.coord
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.fuldat
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.hist
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.prop
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.statevar
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.time
Log:
Removed old directory with incorrect names.
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertest/powertest.cfg
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertest/powertest.cfg 2007-10-16 02:01:51 UTC (rev 8116)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertest/powertest.cfg 2007-10-16 02:03:04 UTC (rev 8117)
@@ -1,98 +0,0 @@
-[pylith3d]
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for SCEC BM 2.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. This is now all controlled by PETSc command-line
-# arguments. The only option now specified in this file is whether to
-# use the solution from the previous time step as the starting guess
-# for the current time step.
-#
-# usePreviousDisplacementFlag = 0
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = Full
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-#gravityZ = 0.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, with the option of
-# using alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-#prestressAutoCompute = False
-#prestressAutoChangeElasticProps = False
-#prestressAutoComputePoisson = 0.49
-#prestressAutoComputeYoungs = 1.0e30*Pa
-#
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.bc
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.bc 2007-10-16 02:01:51 UTC (rev 8116)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.bc 2007-10-16 02:03:04 UTC (rev 8117)
@@ -1,51 +0,0 @@
-# Sample boundary condition file for 3D problem. The units for this
-# will vary depending on the boundary condition type (displacement,
-# velocity, or force). The simplest mechanism I can think of is to
-# specify the units for each of the types used at the top of the file.
-# In the current implementation of the code, the reading of boundary
-# conditions results in 2 arrays -- 1 integer and 1 real -- both of
-# dimensions (ndof,numnp), where ndof is the number of degrees of
-# freedom per node (3 for this 3D example), and numnp is the number of
-# nodal points. Degrees of freedom for which no condition is applied
-# will have an entry of 0 in the integer array. I can think of a more
-# efficient implementation where the integer array now has dimensions
-# of (ndof+1,numbc), where the extra entry now holds the node number
-# at which the condition is applied and numbc is the number of nodes
-# at which BC are applied. This should reduce storage requirements,
-# but I will have to examine the code to see whether it is worthwhile
-# to make the change.
-#
-displacement_units = m
-velocity_units = m/s
-force_units = newton
-#
-# List the boundary conditions below.
-#
-# Note: At present, no comments are allowed below this point!
-#
- 1 1 1 1 0.00000000E+00 0.00000000E+00 0.00000000E+00
- 2 1 1 1 0.00000000E+00 0.00000000E+00 0.00000000E+00
- 3 1 1 1 0.00000000E+00 0.00000000E+00 0.00000000E+00
- 4 1 1 1 0.00000000E+00 0.00000000E+00 0.00000000E+00
- 5 1 1 1 0.00000000E+00 0.00000000E+00 0.00000000E+00
- 6 1 1 1 0.00000000E+00 0.00000000E+00 0.00000000E+00
- 7 1 1 1 0.00000000E+00 0.00000000E+00 0.00000000E+00
- 8 1 1 1 0.00000000E+00 0.00000000E+00 0.00000000E+00
- 9 1 1 1 0.00000000E+00 0.00000000E+00 0.00000000E+00
- 10 1 1 0 0.00000000E+00 0.00000000E+00 0.00000000E+00
- 11 0 1 0 0.00000000E+00 0.00000000E+00 0.00000000E+00
- 12 1 1 0 0.00000000E+00 0.00000000E+00 0.00000000E+00
- 13 1 0 0 0.00000000E+00 0.00000000E+00 0.00000000E+00
- 15 1 0 0 0.00000000E+00 0.00000000E+00 0.00000000E+00
- 16 1 1 0 0.00000000E+00 0.00000000E+00 0.00000000E+00
- 17 0 1 0 0.00000000E+00 0.00000000E+00 0.00000000E+00
- 18 1 1 0 0.00000000E+00 0.00000000E+00 0.00000000E+00
- 19 1 1 1 0.00000000E+00 0.00000000E+00 1.00000000E+00
- 20 0 1 1 0.00000000E+00 0.00000000E+00 1.00000000E+00
- 21 1 1 1 0.00000000E+00 0.00000000E+00 1.00000000E+00
- 22 1 0 1 0.00000000E+00 0.00000000E+00 1.00000000E+00
- 23 0 0 1 0.00000000E+00 0.00000000E+00 1.00000000E+00
- 24 1 0 1 0.00000000E+00 0.00000000E+00 1.00000000E+00
- 25 1 1 1 0.00000000E+00 0.00000000E+00 1.00000000E+00
- 26 0 1 1 0.00000000E+00 0.00000000E+00 1.00000000E+00
- 27 1 1 1 0.00000000E+00 0.00000000E+00 1.00000000E+00
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.cfg
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.cfg 2007-10-16 02:01:51 UTC (rev 8116)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.cfg 2007-10-16 02:03:04 UTC (rev 8117)
@@ -1,98 +0,0 @@
-[pylith3d]
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for SCEC BM 2.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. This is now all controlled by PETSc command-line
-# arguments. The only option now specified in this file is whether to
-# use the solution from the previous time step as the starting guess
-# for the current time step.
-#
-# usePreviousDisplacementFlag = 0
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = Full
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-#gravityZ = 0.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, with the option of
-# using alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-#prestressAutoCompute = False
-#prestressAutoChangeElasticProps = False
-#prestressAutoComputePoisson = 0.49
-#prestressAutoComputeYoungs = 1.0e30*Pa
-#
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.connect
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.connect 2007-10-16 02:01:51 UTC (rev 8116)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.connect 2007-10-16 02:03:04 UTC (rev 8117)
@@ -1,68 +0,0 @@
-# Sample connectivity input file for 3D problem. The element number is
-# not strictly necessary, but makes it easier to examine the file.
-# This file defines the element type, material type, and infinite
-# element info as well as the connectivity.
-# The entries are as follows:
-# iel = element number.
-# ietype = element type from the following list:
-# 1 = linear hexahedron (8 nodes)
-# 2 = "wrick" -- linear hex with one set of collapsed nodes
-# (7 nodes)
-# 3 = wedge -- linear hex with two sets of collapsed nodes
-# (6 nodes)
-# 4 = pyramid -- linear hex with 4 nodes collapsed to a point
-# (5 nodes)
-# 5 = linear tetrahedron (4 nodes)
-# 6 = quadratic hexahedron (20 nodes)
-# 7 = quadratic "wrick" -- quadratic hex with 3 nodes
-# along one edge collapsed to a point (18 nodes)
-# 8 = quadratic wedge -- quadratic hex with 3 sets of
-# collapsed nodes (15 nodes)
-# 9 = quadratic pyramid -- quadratic hex with 9 nodes
-# collapsed to a point (13 nodes)
-# 10 = quadratic tetrahedron (10 nodes)
-# mat = material type for element.
-# infin = infinite domain element code.
-# ia(i) = node numbers for element.
-#
-# The following description of the input for this element is copied from
-# a TECTON input file for linear hex elements:
-#
-# NODE NUMBERS ARE ENTERED COUNTERCLOCKWISE FROM LOWER LEFT CORNER:
-#
-# FRONT FACE BACK FACE (FOR 3D)
-#
-# NODE4--NODE3 NODE8--NODE7
-# | | | |
-# NODE1--NODE2 NODE5--NODE6
-#
-# IF NODE3 = NODE4, ELEMENT IS ASSUMED TO BE TRIANGULAR.
-#
-# THE INFINITE DOMAIN ELEMENT CODE IS AN INTEGER COMPOSED OF 3
-# DIGITS. THE RIGHTMOST DIGIT IS THE CODE FOR THE FIRST LOCAL
-# COORDINATE DIRECTION (R-DIRECTION), THE MIDDLE DIGIT IS THE CODE
-# FOR THE SECOND LOCAL COORDINATE DIRECTION (S-DIRECTION), AND THE
-# LEFTMOST DIGIT IS THE CODE FOR THE THIRD LOCAL COORDINATE
-# DIRECTION. THE FIRST LOCAL COORDINATE DIRECTION IS POSITIVE
-# MOVING FROM NODE 1 TO NODE 2 (AND FROM NODE 5 TO NODE 6 FOR 3D).
-# THE SECOND LOCAL COORDINATE DIRECTION IS POSITIVE MOVING FROM
-# NODE 2 TO NODE 3. THE THIRD LOCAL COORDINATE DIRECTION IS
-# POSITIVE MOVING FROM NODE 5 TO NODE 1. EACH DIGIT OF INFIN CAN
-# THEN HAVE ONE OF THREE VALUES:
-# 0 = THE ELEMENT IS A REGULAR ELEMENT IN THIS DIRECTION
-# 1 = THE ELEMENT IS INFINITE IN THE NEGATIVE DIRECTION
-# 2 = THE ELEMENT IS INFINITE IN THE POSITIVE DIRECTION
-#
-# At present, comments are not allowed within the connectivity
-# information.
-#
-# N IETYPE MAT INFIN N1 N2 N3 N4 N5 N6 N7 N8
-#
- 1 1 1 0 4 5 2 1 13 14 11 10
- 2 1 1 0 5 6 3 2 14 15 12 11
- 3 1 1 0 7 8 5 4 16 17 14 13
- 4 1 1 0 8 9 6 5 17 18 15 14
- 5 1 1 0 13 14 11 10 22 23 20 19
- 6 1 1 0 14 15 12 11 23 24 21 20
- 7 1 1 0 16 17 14 13 25 26 23 22
- 8 1 1 0 17 18 15 14 26 27 24 23
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.coord
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.coord 2007-10-16 02:01:51 UTC (rev 8116)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.coord 2007-10-16 02:03:04 UTC (rev 8117)
@@ -1,44 +0,0 @@
-# Sample coordinate file for 3D problem. The tentative format is to
-# describe the units (distance) at the top of the file, followed by
-# the coordinate information. The node number is not strictly
-# necessary (and will not be stored), but it makes it easier to see
-# the node-location correspondence when looking at this file.
-# In fortran, the nodal coordinate array is dimensioned as:
-# x(nsd,numnp), where nsd is the number of spatial dimensions (3 for
-# this 3D example), and numnp is the number of nodes.
-#
-coord_units = km
-#
-# List the coordinates below.
-# Note: The current implementation does not allow comments within
-# the coordinate list.
-#
-# Node X-coord Y-coord Z-coord
-#
- 1 0.00000000E+00 0.00000000E+00 -2.40000000E+01
- 2 1.20000000E+01 0.00000000E+00 -2.40000000E+01
- 3 2.40000000E+01 0.00000000E+00 -2.40000000E+01
- 4 0.00000000E+00 1.20000000E+01 -2.40000000E+01
- 5 1.20000000E+01 1.20000000E+01 -2.40000000E+01
- 6 2.40000000E+01 1.20000000E+01 -2.40000000E+01
- 7 0.00000000E+00 2.40000000E+01 -2.40000000E+01
- 8 1.20000000E+01 2.40000000E+01 -2.40000000E+01
- 9 2.40000000E+01 2.40000000E+01 -2.40000000E+01
- 10 0.00000000E+00 0.00000000E+00 -1.20000000E+01
- 11 1.20000000E+01 0.00000000E+00 -1.20000000E+01
- 12 2.40000000E+01 0.00000000E+00 -1.20000000E+01
- 13 0.00000000E+00 1.20000000E+01 -1.20000000E+01
- 14 1.20000000E+01 1.20000000E+01 -1.20000000E+01
- 15 2.40000000E+01 1.20000000E+01 -1.20000000E+01
- 16 0.00000000E+00 2.40000000E+01 -1.20000000E+01
- 17 1.20000000E+01 2.40000000E+01 -1.20000000E+01
- 18 2.40000000E+01 2.40000000E+01 -1.20000000E+01
- 19 0.00000000E+00 0.00000000E+00 0.00000000E+00
- 20 1.20000000E+01 0.00000000E+00 0.00000000E+00
- 21 2.40000000E+01 0.00000000E+00 0.00000000E+00
- 22 0.00000000E+00 1.20000000E+01 0.00000000E+00
- 23 1.20000000E+01 1.20000000E+01 0.00000000E+00
- 24 2.40000000E+01 1.20000000E+01 0.00000000E+00
- 25 0.00000000E+00 2.40000000E+01 0.00000000E+00
- 26 1.20000000E+01 2.40000000E+01 0.00000000E+00
- 27 2.40000000E+01 2.40000000E+01 0.00000000E+00
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.fuldat
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.fuldat 2007-10-16 02:01:51 UTC (rev 8116)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.fuldat 2007-10-16 02:03:04 UTC (rev 8117)
@@ -1,5 +0,0 @@
-# Time steps for which full output is desired for power-law test.
-#
- 10
- 50
- 100
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.hist
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.hist 2007-10-16 02:01:51 UTC (rev 8116)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.hist 2007-10-16 02:03:04 UTC (rev 8117)
@@ -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/linhex/powertestesf/powertestesf.prop
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.prop 2007-10-16 02:01:51 UTC (rev 8116)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.prop 2007-10-16 02:03:04 UTC (rev 8117)
@@ -1,19 +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 = 'IsotropicPowerLawMaxwellViscoelasticESF'
-density = 3000.0*kg/m**3 # Density
-youngsModulus = 7.5e10*Pa # Young's modulus
-poissonsRatio = 0.25 # Poisson's ratio
-powerLawExponent = 3.50 # Exponent
-viscosityCoefficient = 1.0e12*s*Pa**3.5 # EMHU
-endMaterial = True
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.statevar
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.statevar 2007-10-16 02:01:51 UTC (rev 8116)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.statevar 2007-10-16 02:03:04 UTC (rev 8117)
@@ -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/linhex/powertestesf/powertestesf.time
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.time 2007-10-16 02:01:51 UTC (rev 8116)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.time 2007-10-16 02:03:04 UTC (rev 8117)
@@ -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 0.0d0 5.d-1 1001 4 0 1.0d+00 1.0d+0 1.0d+00 1
- 1 100 0.1d0 5.d-1 1 1 0 1.0d-06 1.0d-06 1.0d-10 10
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