阆:[MARC学习中]???各个错误的含义二（3000~9999）

[MARC学习中]   各个错误的含义二（3000~9999）

The maximum number of increments specified on the CONTROL
option has been reached. Note that increment zero has to be
considered as an increment as well.

9999 3002

Analysis has failed to converge to required convergence
tolerances. One of several error conditions has been
detected and the run aborted. The output will specify
additional messages.

9999 3003

Analysis could not be finished  because the maximum number
of increments defined in an adaptive loading procedure has
been reached or the calculated step is too small.

The user should increase the number of increments allowed
during the automatic loading procedure.

9999 3004

This is a successful completion to a Marc simulation,
indicating that no additional incremental data was
found and that the analysis is complete.

9999 3005

This is a successful completion to a Marc simulation
when the CASE COMBIN(ATION) model definition option
is used.

9999 3006

This is a successful completion to a Marc simulation
when the user has requested that the restart file
is to be read and that either the results are to be printed
or a post file is to be created.

9999 3007

A restart analysis has been requested at an increment that
is not on the restart file. The previous output will give
the message

     "RESTART DATA AT INCREMENT XX"
 
The new input file should specify XX on the RESTART model
definition option.

9999 3008
 
Contact caused the restarting of an increment an excessive
number of times. This may be due to separation or increment
splitting. Increase the separation force or reduce the size
of the step. An alternative is to increase the number of
recycles allowed.

9999 3009

The time step size has become too small to continue the
analysis due to too many time step cut-backs in the current
increment.

It is not possible to obtain convergence with the specified
allowed maximum number of cut-backs.

9999 3010

Successful completion of design sensitivity analysis.

9999 3011

Successful completion of design optimization process.

9999 3012

No constraints activated at vertex of design space. Enter
bounds on design variables, as these are probably missing.

9999 3013

User element is not supported in design sensitivity analysis
or design optimization process.

9999 3014

For design optimization with composite layer thicknesses as
design variables, the initial thicknesses may not be given
in terms of percentages. Enter only estimated values, as it
is not necessary to enter accurate values in this case.

9999 3015

Unable to reduce the time step below the minimum value
allowed, and to still satisfy the user criteria in the AUTO
STEP history definition option. Either change the criteria
or reduce the minimum time step allowed.

9999 3016

The element chosen is not supported in the Lorenzi
j-integral calculation. This element type must not be used
in the crack region of the model, but it can be used outside
the crack region.

9999 3017

Design sensitivity can not be used with rebar elements.

9999 3018
 
This is a successful completion of an analysis to generate
an MSC.Adams MNF database file.

9999 3019
 
MSC.Adams MNF database file generation failed.

9999 3020
 
Job stopped immediately due to user intervention.
 
9999 3021
 
Job stopped at end of increment due to user intervention.
 
9999 3022
 
This is a successful completion of an analysis to generate
a DMIG file of a substructure.

9999 3023
 
This analysis needs the use of solver 8.

9999 3025

Normal ending of Marc-reader.

9999 3026

Marc-reader does not support substructures or superelements.

9999 3027

Marc-reader does not support: (1) ufconn user subroutine;
(2) element type chosen; (3) reading of a restart file. Set
relevant field to 1 in marc input file

9999 3028

ARC files containing element variables cannot be generated if
ELSTO option is switched on.

9999 3030

Job has created brake squeal DMIG matrices as requested.

9999 3031

Job has created contact interface file as requested.

9999 3032

Job has been terminated in an Auto Increment loadcase because the
load has reached over 100% of desired load in opposite direction.
It is likely that the wrong branch in bifurcation analysis has been
taken. Change the Auto Increment procedure and/or tighten the 
convergence testing.

9999 3300

The eigenvalue extraction did not converge within the
maximum number of iterations allowed. Increase the maximum
number of cycles or tolerance in the MODAL SHAPE, MODAL
INCREMENT, BUCKLE or BUCKLE INCREMENT options or, if
applicable, change from the inverse power sweep to the
Lanczos method using the BUCKLE parameter.

9999 3301

Eigenvalue analysis requested, but either mass is zero or
initial stress stiffness is zero. For dynamic modal
analysis, make sure that there is mass in the system. This
can be from either entering a mass density or mass points.
For buckling analysis, make sure that load has been
previously applied to the structure, such that stresses are
present.

9999 3302

Non-positive definite system occurred during Lanczos
eigenvalue extraction for buckling analysis. Decrease the
applied load before the buckling analysis is performed or
switch to the inverse power sweep method using the BUCKLE
parameter.

9999 3303

Either eigenvalue extraction for modal analysis or buckling
analysis cannot be performed immediately after the
activation or de-activation or local adaptive meshing or
global rezoning of elements or the number of modes below the
specified maximum frequency is zero. You should perform at
least one extra increment before the eigenvalue extraction
can be performed or change the maximum frequency.

9999 3304

In an inertia relief analysis using the Kinematic method,
only free directions specified for inertia relief loading
can be left unconstrained. If non-inertia relief directions
are unconstrained, the system has a singularity. You should
constrain the non-inertia relief directions OR you should
specify the unconstrained directions as free inertia relief
directions.

9999 3305

Eigenvalue extraction for modal analysis using the Lanczos
method did not converge. A possible cause is that the model
contains rigid body modes and the value of the lowest frequency
to be extracted (defined on the MODAL SHAPE option)
is either zero or very small.
Try to specify this value to be around 10% of the first
non-zero eigenfrequency. If you specify a positive value you
will only find the postive eigenmodes if you specify a negative
value also the rigid body modes will be found.

9999 3401

Errors in torque (or friction force) controlled steady state
analysis. Check the error messages in output file for
details.

9999 3402

In a structural zooming analysis, the local analysis time
exceeds the maximum time available in global post file.
Either re-run the global analysis with a wider time range in
post file, or use extrapolation option defined under
GLOBALLOCAL.

9999 3403

Errors in a structural zooming analysis when read in the
global post (or GLK) file. Check the error messages in output
file for details

9999 3404

In a thermal stress analysis using PRETHERMAL option, the
stress analysis time is outside the range available in
heat transfer post file. Either re-run the heat transfer
analysis to create a post file with a wider time range, or
use extrapolation or end option defined under PRETHERMAL.

9999 3405

A thermal stress analysis using PRETHERMAL option can not be
used the AUTO THERM or AUTO THERM CREEP option. Use AUTO STEP
with temperature and/or creep control instead.

9999 3410

The thermal solution has become unstable. If using fixed
time step procedure reduce time step and/or reduce the
maximum error in the temperature estimate allowed.  If using
adaptive time step procedure reduce the maximum temperature
change allowed nd/or reduce the maximum error in the
temperature estimate allowed
 
9999 4001

Sequential I/O error: problems with opening, reading or
writing files. Check file access permissions and available
disk space. If on RESTART or POST file, there was an attempt
to read an increment which is not on file. Otherwise,
Marc system error; consult an MSC.Software
analyst.

9999 4002

Can not find jid.pass file which is needed for automatic
restart run. This is an internal file and should not be
removed.

9999 4003

Can not read any "continue" statement in jid.rst file for
the automatic restart run. Check jid.dat to make sure there
are loadcases to run the problem.

9999 4004

Can not find the jid.rst file which is needed for automatic
restart run. This is an internal file and should not be
removed.

9999 4009

Sequential I/O error, unable to open file. Either a file
requested is not found, or there is a system protection
against opening the file. Make sure that you have read/write
permission in the current directory or that the file has not
been opened by another process, for example, MENTAT.

If this is a mesh data file, the mesher may have failed
to create a mesh.

9999 4031

Unable to obtain the memory requested during a dynamic
memory request. This can be due to the following reasons:

1) The maximum allowed amount of memory is exceeded.
   This can be set in the solver option for certain solvers.
   See Volume C, solver model definition option.

2) There is not enough free memory on the system.
   If the memory available is not enough for an in-core
   solution, Marc will attempt to perform the
   solution out-of-core. In this case, some data which
   normally would be stored in memory is stored on the hard
   disk (which could slow down the analysis considerably).
   The memory request will fail if there is still not enough
   memory for the analysis.

9999 4032

The maximum amount of memory in the job is exceeded
and it was not possible at this point to switch over
to an out-of-core solution.

9999 4209

The option of reading radiation VIEW FACTORs from a file
is specified in the related model definition option, but
either the given file could not be opened (e.g., no read
permission) or, the input option -vf was not used to specify
the file.

9999 4210

Restart requested, but no restart file was provided. Add
"-rid" parameter when submitting the job.

9999 4211

Substructure analysis requested, but no database was found.
Add "-sid" parameter when submitting the job.

9999 4212

AUTO STEP does not support electromagnetics analysis.
Try to use other auto loading strategies.

9999 4213

AUTO STEP does not support soil material models.
Try to use other auto loading strategies.

9999 4214

AUTO STEP is not supported by the Shima-Oyane powder model.
Try using the Exponential Cap powder model or use other auto
loading strategies.

9999 5001

The number of nodes created during adaptive meshing is
greater than the number specified on the ADAPTIVE parameter.
Either increase the number on the ADAPTIVE parameter or
reduce the number of levels allowed with the ADAPTIVE model
definition option or set ZEROs to these parameters so that
analysis can allocate memory if needed without the
error check.

9999 5002

The number of elements created during adaptive meshing is
greater than the number specified on the ADAPTIVE parameter.
Either increase the number on the ADAPTIVE parameter or
reduce the number of levels allowed with the ADAPTIVE model
definition option or set ZEROs to these parameters so that
analysis can allocate memory if needed without the
error check.

9999 5003

Adaptive meshing is not available for the element type
used. Either use a valid element type, remove ADAPTIVE
option or use ADAPTIVE option with a set specifying elements
of a valid type.

9999 5004

Adaptive meshing is not available for the element type
used. Either use a valid element type, remove ADAPTIVE
option or use ADAPTIVE option with a set specifying
elements which are of a valid type.

9999 5005

Number of boundary conditions created during adaptive
meshing exceeds the number specified on the SIZING
parameter.  Increase the number of boundary conditions
specified on the SIZING parameter.

9999 5006

The number of nodes and elements created during adaptive
meshing is greater than the numbers specified on the
ADAPTIVE parameter. Either increase the numbers on
the ADAPTIVE parameter or increase the element edge
length on the ADAPT GLOBAL option. The analysis can be
forced to continue using the ADAPTIVE parameter.

9999 5007

Error in performing adaptive meshing with elastic
foundations or films; Marc system error;
consult an MSC.Software analyst.

9999 5008

The number of elastic foundations or films created during
adaptive meshing exceeds the number specified on the
ADAPTIVE parameter. Add FOUNDATION of FILMS parameter.

9999 5009

Error in memory allocation while performing adaptive
meshing.  Marc system error; consult an
MSC.Software analyst.

9999 5010

System error during adaptive meshing. Marc
system error; consult an MSC.Software analyst.

9999 5011

Unable to find surface for adaptive meshing with shells if
the ATTACH NODE model definition option is used. Check
definition of surfaces.

9999 5012

Unable to find surface normal when using the ATTACH NODE
model definition option with 3d adaptive meshing. Check
definition of surfaces.

9999 5013

The command string to call mesher is too long. It is likely
that your path to the mesher is too long or your filename is
too long.

9999 5023

Not enough memory to create a new mesh.
Reduce jobs running on your machine.

9999 5024

Not enough memory to perform rezoning.
Reduce jobs running on your machine.

9999 5025
 
The node being printed is used in the TRANFORMATION model
definition option and also belongs to an element which is
subdivided in the ADAPTIVE option. This is not allowed.

9999 5050

Number of divisions in the x-direction exceeds maximum
needed.  Increase the element target length on ADAPT GLOBAL
option.

9999 5051

Number of divisions in the y-direction exceeds maximum
needed.  Increase the element target length on ADAPT GLOBAL
option.

9999 5052

Something is wrong with start point in mesher. Reduce the
element target length on ADAPT GLOBAL option.

9999 5053

Something is wrong with projection in mesher. Reduce the
element target length on ADAPT GLOBAL option.

9999 5054

Something is wrong with start point in mesher.
Marc system error; consult an MSC.Software
analyst.

9999 5055

Something is wrong with the mesh outline; outline is not
complete. Marc system error; consult an
MSC.Software analyst.

9999 5056

Cannot mesh with current edge length. Try smaller edge
length and, if necessary, increase maximum number of
elements and nodes on the ADAPTIVE parameter.

9999 5057

Error found from 3D hexmesher.
Check error message in file jid.log.

9999 5058

2D overlay mesher failed to create a mesh after many trials.
This may be due to small element size or wrong outlines.

9999 5059

The mesher failed to create a mesh. Check error messages
in the output file (jidname.out) or in the log file.

9999 5060

Can not find the mesh data file. The mesher might be hanging
due to memory problem or the disk space is full.

9999 5061

The mesh data file is not complete. The mesher might be
hanging due to memory problem or the disk space is full
or the mesher does not output the required data.

9999 5062

The solver has been waiting for remeshing status file. Check
if Run_sleep program is running properly.

9999 5063

The element size for remeshing is found to be zero. You need
to specify the element size or number of elements needed for
remeshing. Check input.

9999 5064

2D trimming fails because of the above error. Check your
input and redesign your trimmer.

9999 5065

Bad elements are found after remeshing. Check if the mesher
creates a good mesh. Contact Support.

9999 5066

Trimming loadcase requires global automatic remeshing option.
Check your input control.

9999 5067

During the rezoning process, a new node is found outside the
previous mesh. It is not possible to transfer data to the new
mesh.  Contact Support.

9999 5091

Stand alone view factor program failed; consult MSC.Software
analyst.

9999 5092

The solver has been waiting for view factor status file.
Check if Run_sleep program is running properly.

9999 5093

The command string to call viewfactor program is too long.
It is likely that your path to the bin directory is too long
or your filename is too long.

9999 5094

Can not find the view factor data file.
The view factor program might be hanging
due to memory problem or the disk space is full.

9999 5095

The view factor file is not complete.
The view factor might be hanging due to memory problem
or the disk space is full or the view factor file does not
output the required data.

9999 6001

Auto restart exit. This is a normal exit of the analysis
when job is submitted with -autorst 1 option. Job will resume
after remeshing or other process is completed.
(6001-6999 is reserved for this purpose)

9999 6002

Auto remesh exit using ARC files. This is a normal exit of the analysis
when job is submitted with ARC file and DDM. Job will resume
after remeshing or other process is completed.
(6001-6999 is reserved for this purpose)

9999 9991

Error in 2D contact code. This is usually related to excessive
iterative displacements, which cause difficulties in finding
the correct new position of nodes in contact. Possible remedies
are:
- use the iterative penetration checking procedure;
- reduce the load incrementation;
- define the maximum change in the incremental displacement to
  be equal to e.g. a characteristic element length;
- for incompressible materials, only use the tensile stresses
  in the geometric stiffness matrix.

If the problem remains, please consult an MSC.Software analyst.

9999 9992

Error in 3D contact code. This is usually related to excessive
iterative displacements, which cause difficulties in finding
the correct new position of nodes in contact. Possible remedies
are:
- use the iterative penetration checking procedure;
- reduce the load incrementation;
- define the maximum change in the incremental displacement to
  be equal to e.g. a characteristic element length;
- for incompressible materials, only use the tensile stresses
  in the geometric stiffness matrix.

If the problem remains, please consult an MSC.Software analyst.

9999 9993

Error in equation interpreter used by TABLE option, see output
for more details. - check syntax of equation and/or check that the
equation produces finite values for the possible values of the
independent values.

9999 9999

Internal error in Marc.
Contact MSC.Software analyst.
Please provide output file (jidname.out).

9999