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ERROR.RUN
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ERROR.RUN
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************************************************************************
*----------------------------------------------------------------------*
* *
* *
* H Y P L A S ERROR/WARNING MESSAGES *
* *
* *
*----------------------------------------------------------------------*
************************************************************************
* *
* *
* Summary: *
* -------- *
* *
* This file contains all HYPLAS error messages printed by *
* calling subroutine ERRPRT (note that some messages printed by *
* HYPLAS are not issued through ERRPRT). Whenever ERRPRT is *
* called, the error code character string passed as argument will *
* be searched for in the present file. If the error code string *
* is found, ERRPRT will print the associated message to the *
* results file and standard output and will take the appropriate *
* measure (either leave HYPLAS running or abort its execution) *
* associated with the error code (see "Error code convention" *
* section below for details). *
* *
* This file is expected (by ERRPRT) to be kept in the directory *
* defined by the HYPLASHOME environment variable. *
* *
* An entry in the present file has the following format: *
* *
* *
* <code_character_string> <number_of_lines> *
* ............................................................ *
* ............................................................ *
* ............. .................. *
* ............. <error/warning message> .................. *
* ............................................................ *
* ............................................................ *
* *
* *
* where <code_character_string> is a character string of the *
* types discussed in the Error code convention section below, *
* <number_of_line> is the integer defining the number of lines *
* below the line containing <code_character_string> and *
* <number_of_lines> which will be printed as error/warning *
* message. *
* *
* To add a new error/warning message, you may create a completely *
* new entry defining a new <code_character_string> with the *
* corresponding message or, alternatively, you may re-use a *
* currently unused <code_character_string> and edit the *
* corresponding message. In doing so, make sure you follow the *
* "error code convention" below so that other users will have a *
* better idea of what is going on when error/warning messages are *
* issued by HYPLAS. *
* *
* *
* Error code convention: *
* ---------------------- *
* *
* *
* ED???? -> Errors of input data: *
* For fatal errors detected in the input data file. *
* Execution of HYPLAS is stopped by subroutine ERRPRT. *
* *
* WD???? -> Input data warnings: *
* For unusual non-fatal data in the input data file *
* of which the user should be warned. *
* Execution of HYPLAS is NOT STOPPED by subroutine *
* ERRPRT. *
* *
* EI???? -> Internal errors: *
* For errors in the code. Likely to happen during code *
* development. Execution of HYPLAS is stopped by *
* subroutine ERRPRT. *
* Example: Subroutine calls with unacceptable arguments.*
* *
* EE???? -> Execution errors: *
* For fatal errors occuring during the execution of *
* HYPLAS such as division by zero, algorithm failures, *
* etc. May require re-definition of the problem *
* analysed. Execution of HYPLAS is stopped by *
* subroutine ERRPRT. *
* *
* WE???? -> Execution warnings: *
* For non-fatal errors or circumstances, of which *
* the user should be warned. Execution of HYPLAS is *
* NOT stopped by subroutine ERRPRT. *
* Example: failure of return mapping algorithms for *
* elasto-plastic materials. *
* *
************************************************************************
*
*-----------------------------------------------------------------------
* |
* |
* ERRORS IN INPUT DATA |
* |
* |
*-----------------------------------------------------------------------
ED0001 3
Description: The specified total number of elements is less than or
equal to zero.
Action: Correct input data file and re-run HYPLAS.
ED0002 6
Description: The specified total number of elements is greater than
the maximum allowed number.
Action: If the specified number of elements is correct, change
the parameter MELEM in file MAXDIM.INC (MELEM must be
greater than or equal the required number of elements),
re-compile and re-run HYPLAS.
ED0003 3
Description: The specified total number of nodes is less than or
equal to zero.
Action: Correct input data file and re-run HYPLAS.
ED0004 6
Description: The specified total number of nodes is greater than the
maximum allowed number.
Action: If the specified number of nodes is correct, change the
parameter MPOIN in file MAXDIM.INC (MPOIN must be
greater than or equal the required number of nodes),
re-compile and re-run HYPLAS.
ED0005 2
Description: Flying structure. No constrained nodes specified.
Action: Correct the input data file and re-run HYPLAS.
ED0006 6
Description: The specified number of restrained nodes is greater than
the maximum allowed number.
Action: If the specified number of restrained nodes is correct,
change the parameter MVFIX in file MAXDIM.INC (MVFIX
must be grater than or equal the number of restrained
nodes), re-compile and re-run HYPLAS.
ED0007 6
Description: Invalid specification of material type identification
number.
Action: Correct input data file and re-run HYPLAS. Material type
identification numbers (defined in the materials
specification section) must be greater than 0 and less
than or equal the specified number of element groups.
ED0008 5
Description: Invalid specification of numerical integration rule for
element of type QUAD_8.
Action: Correct input data file and re-run HYPLAS. Only 1, 4, 5
and 9 gauss point integration rules are allowed for this
type of element.
ED0009 6
Description: Analysis type flag not acceptable.
Action: Correct input data file. The acceptable analysis type
flags are:
1 - for plane stress;
2 - for plane strain;
3 - for axisymmetric problems.
ED0010 11
Description: Solution algorithm flag not acceptable.
Action: Correct input data file. The acceptable solution
algorithm flags are:
1 - Initial stiffness method;
2 - Newton-Raphson tangent stiffness method;
3 - Modified Newton KT1;
4 - Modified Newton KT2;
5 - Secant Newton - Initial stiffness;
6 - Secant Newton - KT1;
7 - Secant Newton - KT2,
with negative values for combined Arc-length method.
ED0011 7
Description: Error in definition of distributed edge loading.
Specified number of nodes in loaded edge is not
compatible with the type of the associated element.
Action: Correct input data file and re-run HYPLAS. Make sure the
set of nodes with prescribed pressure loading matches
exactly one and only one of the boundaries of the
associated element.
ED0012 7
Description: Specified set of global node numbers with prescribed
distributed edge load does not match any boundary of
the specified element.
Action: Correct input data file and re-run HYPLAS. Any set of
nodes with prescribed distributed edge loading must
match exactly one and only one of the boundaries of
the associated element.
ED0013 4
Description: The specified number of prescribed load increments is
less than or equal to 0.
Action: Correct input data file (number of increments must be
greater than 0) and re-run HYPLAS.
ED0014 5
Description: Large strain formulation flag not acceptable.
Action: Correct the input data file (the large strain flag, that
follows keyword LARGE_STRAIN_FORMULATION, must be either
'OFF', for small strain formulation, or 'ON', for large
strain formulation) and re-run HYPLAS.
ED0015 3
Description: Material type name not recognised (possible mispelling).
Action: Correct the input data file. Check the source code of
routine MATIRD for currently acceptable names.
ED0016 4
Description: Axis of symmetry not defined.
Action: Correct the input data file (the axis of symmetry must be
defined after keyword AXIS_OF_SYMMETRY as either X or Y)
and re-run HYPLAS.
ED0017 4
Description: Axis of symmetry not acceptable.
Action: Correct the input data file (the axis of symmetry,
defined after keyword AXIS_OF_SYMMETRY, must be either
X or Y) and re-run HYPLAS.
ED0018 3
Description: Analysis type flag not defined.
Action: Correct input data file and re-run HYPLAS. The analysis
type flag must be defined after keyword ANALYSIS_TYPE.
ED0019 3
Description: Error in definition of edge loading (pressure). Pressure
loading has been defined for an inexistent element.
Action: Correct input data file and re-run HYPLAS.
ED0020 3
Description: Error in definition of edge loading (pressure). Pressure
loading has been defined for an inexistent global node.
Action: Correct input data file and re-run HYPLAS.
ED0021 4
Description: Solution algorithm not defined.
Action: Correct input data file and re-run HYPLAS. The solution
algorithm flag must be defined after keyword
SOLUTION_ALGORITHM.
ED0022 4
Description: Large strain formulation flag not defined.
Action: Correct input data file and re-run HYPLAS. The large
strain formulation flag must be defined immediately
after keyword LARGE_STRAIN_FORMULATION.
ED0023 3
Description: Total number of elements not specified.
Action: Correct input data file and re-run HYPLAS. The number of
elements must follow keyword ELEMENTS.
ED0024 3
Description: Total number of nodes not specified.
Action: Correct input data file and re-run HYPLAS. The number of
nodes must follow keyword NODE_COORDINATES.
ED0025 5
Description: Number of nodes with prescribed displacements not
specified.
Action: Correct input data file and re-run HYPLAS. The number of
nodes with prescribed displacements must follow keyword
NODES_WITH_PRESCRIBED_DISPLACEMENTS.
ED0026 4
Description: Number of Master/Slave sets not specified.
Action: Correct input data file and re-run HYPLAS. The number of
master/slave sets (0 if no master/slave constraints are
defined) sets must follow keyword MASTER_SLAVE_SETS.
ED0027 3
Description: Number of different materials not specified.
Action: Correct input data file and re-run HYPLAS. The number of
materials must be follow keyword MATERIALS.
ED0028 5
Description: Blank line in materials properties input section.
Action: Correct input data file and re-run HYPLAS. Blank lines
are not allowed in materials properties input section
beginning in the line immediately after keyword
MATERIALS.
ED0029 4
Description: Materials properties not correctly specified.
Action: Correct input data file and re-run HYPLAS. A material
number followed by its name was expected in the last
line read.
ED0030 6
Description: Load type name not recognised (possible mispelling).
Action: Correct input data file and re-run HYPLAS. The
acceptable load type names are:
POINT;
EDGE;
GRAVITY.
ED0031 3
Description: Number of nodes with point load not specified.
Action: Correct input data file and re-run HYPLAS. The mumber of
nodes with point load must be follow keyword POINT_LOADS.
ED0032 3
Description: Number loaded edges not specified.
Action: Correct input data file and re-run HYPLAS. The mumber of
loaded edges must be follow keyword EDGE_LOADS.
ED0033 5
Description: Invalid specification of numerical integration rule for
element of type QUAD_4.
Action: Correct input data file and re-run HYPLAS. Only 1 and 4
gauss point integration rules are allowed for this type
of element.
ED0034 5
Description: Number of prescribed load increments not specified.
Action: Correct input data file and re-run HYPLAS. When
incrementation control with fixed load increments is
selected, the total number of prescribed load increments
must follow keyword INCREMENTS.
ED0035 6
Description: The specified number of load increments is greater
than the maximum allowed number.
Action: If the specified number of load increments is correct,
change the parameter MINCS in file MAXDIM.INC (MINCS
must be greater than or equal the specified number of
load increments) re-compile and re-run HYPLAS.
ED0036 3
Description: The specified number of master/slave sets is negative.
Action: Correctthe input data file and re-run HYPLAS. The number
of master/slave sets must be greater than or equal to 0.
ED0037 8
Description: Element with invalid group identification number. Last
element group identification number read is less than or
equal to 0 or greater than the specified number of
groups.
Action: Correct input data file and re-run HYPLAS. Element group
identification numbers must be greater than zero and
less than or equal the specified number of element
groups.
ED0038 6
Description: Invalid node number in connectivity list. One or more
nodal connection numbers are less than or equal to 0 or
greater than the specified total number of nodes.
Action: Correct input data file and re-run HYPLAS. Existing node
numbers are greater than 0 and less than or equal to the
specified total number of nodes.
ED0039 4
Description: Repeated node numbers. One or more elements have
repetitions of the same node number within the element.
Action: Correct node connectivities in input data file and
re-run HYPLAS.
ED0040 5
Description: Unused nodes. Node numbers that exist in the list of
nodal points do not appear anywhere in the list of
elements connectivities.
Action: Correct node numbering and/or connectivities in input
data file and re-run HYPLAS.
ED0041 7
Description: Frontwidth too large. The largest frontwidth encountered
in the present problem exceeds the maximum value
allowed.
Action: Change the parameter MFRON in file MAXDIM.INC (MFRON
must be greater than or equal the required frontwidth -
see results file for exact frontwidth size), re-compile
and re-run HYPLAS.
ED0042 6
Description: Invalid restrained node number. One or more node with
prescribed displacement have node numbers less than or
equal to zero or greater than the specified total number
of nodes in the problem.
Action: Correct constrained node numbers and/or delete invalid
constraints and re-run HYPLAS.
ED0043 4
Description: Repeated restrained nodes. Repetitions in the list of
nodes with prescribed displacements have been detected.
Action: Eliminate repetitions from input data file and re-run
HYPLAS.
ED0044 6
Description: Invalid specification of material property
identification number.
Action: Correct input data file and re-run HYPLAS. Material
identification numbers (defined in material properties
input section) must be greater than 0 and less than or
equal the specified number of different materials.
ED0045 6
Description: Repeated specification of material property
identification number.
Action: Correct input data file and re-run HYPLAS. Each material
identification number (defined in material properties
input section) and the corresponding material properties
must be specified only once.
ED0046 7
Description: Incorrect element number. An element with identification
number less than or equal to 0 or greater than the
specified total number of elements has been detected.
Action: Correct input data file and re-run HYPLAS. Element
numbers must be greater than 0 and less than or equal
to the specified total number of elements in the
structure.
ED0047 4
Description: Repeated specification of an element.
Action: Delete repeated element or correct its number in the
element list of the input data file and re-run HYPLAS.
Elements must be defined only once.
ED0048 6
Description: Unacceptable number of restrained nodes. The specified
number nodes with prescribed displacements is greater
than the specified total number of nodes.
Action: Correct input data file and re-run HYPLAS. The number of
nodes with prescribed displacements must be less than or
equal to the specified total number of nodes.
ED0049 5
Description: Mesh not properly defined. The specified number of nodes
in the structure is greater than the possible maximum
total number of nodes (given by the specified number of
elements times the number of nodes per element).
Action: Correct input data file and re-run HYPLAS.
ED0050 6
Description: Error in the specification of Master/Slave kinematical
constraints. A slave node has been assigned to more than
one master/slave set with its first degree of freedom
constrained.
Action: Correct Master/Slave constraint specification in input
data file and re-run HYPLAS.
ED0051 6
Description: Error in the specification of Master/Slave kinematical
constraints. A slave node has been assigned to more than
one master/slave set with its second degree of freedom
constrained.
Action: Correct Master/Slave constraint specification in input
data file and re-run HYPLAS.
ED0052 3
Description: Number of element groups not specified.
Action: Correct input data file and re-run HYPLAS. The number of
element groups must be follow keyword ELEMENT_GROUPS.
ED0053 3
Description: The specified number of element groups is less than 1.
Action: Correct input data file (at least 1 element group must
be defined) and re-run HYPLAS.
ED0054 6
Description: The specified number of element groups exceeds the
maximum allowed number.
Action: If the specified number of element groups is correct,
change the parameter MGRUP in file MAXDIM.INC (MGRUP
must be greater than or equal the specified number of
element groups) re-compile and re-run HYPLAS.
ED0055 3
Description: Number of element types not specified.
Action: Correct input data file and re-run HYPLAS. The number of
element types must be follow keyword ELEMENT_TYPES.
ED0056 3
Description: The specified number of element types is less than 1.
Action: Correct input data file (at least 1 element type must be
defined) and re-run HYPLAS.
ED0057 6
Description: The specified number of element types exceeds the
specified total number of element groups.
Action: Correct input data file (the number of element types
must be greater than 0 and less than or equal the
specified total number of element groups) and re-run
HYPLAS.
ED0058 5
Description: Blank line in element types specification section.
Action: Correct input data file and re-run HYPLAS. Blank lines
are not allowed in element types specification section,
which starts in the line immediately after keyword
ELEMENT_TYPES.
ED0059 4
Description: Element type not correctly specified.
Action: Correct the input data file and re-run HYPLAS. An element
type number followed by a valid element type name was
expected in the last line read.
ED0060 7
Description: Invalid specification of element type identification
number.
Action: Correct the input data file and re-run HYPLAS. Element
type identification numbers (defined in the ELEMENT_TYPES
specification section) must be greater than 0 and less
than or equal the specified total number of element
types.
ED0061 6
Description: Repeated specification of element type identification
number.
Action: Correct the input data file and re-run HYPLAS. Each
element type identification number (defined in the
element types specification section) must be specified
only once.
ED0062 7
Description: Error in element group definition.
Action: Correct the input data file and re-run HYPLAS. For any
element group, the group identification number, the
element type identification number and the material
type identification number must all be greater than 0
and less than or equal the specified total number of
element groups.
ED0063 5
Description: Repeated specification of element group identification
number.
Action: Correct input data file and re-run HYPLAS. Each element
group identification number (defined in the element
groups specification section) must be defined only once.
ED0064 7
Description: Element type name not recgonised (possible mispelling).
Action: Correct the input data file. The acceptable element type
names are:
TRI_3;
QUAD_4;
QUAD_8;
QUAD_4_FBAR.
ED0065 7
Description: The properties associated to an element type
identication number assigned to an element group have
not been defined.
Action: Correct input data file and re-run HYPLAS. If an element
type identification number is assigned to an element
group in section ELEMENT_GROUPS, then the corresponding
element type must be specified in section ELEMENT_TYPES.
ED0066 7
Description: The properties associated to a material type
identication number assigned to an element group have
not been defined.
Action: Correct input data file and re-run HYPLAS. If a material
type identification number is assigned to an element
group in section ELEMENT_GROUPS, then the corresponding
material type must be specified in section MATERIALS.
ED0067 5
Description: Incorrect number of terms in Ogden's strain-energy
function.
Action: Correct input data file and re-run HYPLAS. The number of
terms in Ogden's strain energy function must be greater
than or equal to 1.
ED0068 8
Description: Thickness has been assigned to an inexistent element
(with identification number less than or equal to 0 or
greater than the specified total number of elements) in
section THICKNESS.
Action: Correct input data file and re-run HYPLAS. Element
numbers must be greater than 0 and less than or equal
to the specified total number of elements in the
structure.
ED0069 6
Description: Repeated specification of thickness for an element.
Action: Delete the repeated element thickness specification or
correct the element number in section THICKNESS of the
input data file and re-run HYPLAS. Under the option
DEFINED_BY_ELEMENT, the thickness of each element must
be defined only once.
ED0070 7
Description: Thickness has been assigned to an inexistent node (with
identification number less than or equal to 0 or greater
than the specified total number of nodes) in section
THICKNESS.
Action: Correct input data file and re-run HYPLAS. Node numbers
must be greater than 0 and less than or equal to the
specified total number of nodes in the structure.
ED0071 6
Description: Repeated specification of thickness for a node.
Action: Delete the repeated node thickness specification or
correct the node number in section THICKNESS of the
input data file and re-run HYPLAS. Under the option
DEFINED_BY_NODE, the thickness of each node must be
defined only once.
ED0072 9
Description: Error in thickness input section. Another keyword,
specifying the type of initial thickness distribution,
was expected immediately after keyword THICKNESS.
Action: Correct the input data file and re-run HYPLAS. One of
the following keywords must follow keyword THICKNESS:
UNIFORM;
DEFINED_BY_ELEMENT;
DEFINED_BY_NODE.
ED0073 9
Description: Unacceptable keyword (possible mispelling) specifying
the type of initial thickness distribution in thickness
input section.
Action: Correct the input data file and re-run HYPLAS. The
acceptable keywords (to appear immediately after keyword
THICKNESS) are:
UNIFORM;
DEFINED_BY_ELEMENT;
DEFINED_BY_NODE.
ED0075 6
Description: Thickness has not been specified for 1 or more elements.
Action: Specify the thickness of the missing element(s) in the
input data file and re-run HYPLAS. Under the option
DEFINED_BY_ELEMENT in section THICKNESS, the thickness
(required in plane stress analysis only) must be defined
for all elements of the mesh.
ED0076 6
Description: Thickness has not been specified for 1 or more nodes.
Action: Specify the thickness of the missing node(s) in the
input data file and re-run HYPLAS. Under the option
DEFINED_BY_NODE in section THICKNESS, the thickness
(required in plane stress analysis only) must be defined
for all nodes of the mesh.
ED0077 4
Description: A negative Young's modulus has been specified for a
linear elastic material.
Action: Correct the input data file and re-run HYPLAS. The
Young's must be positive.
ED0078 4
Description: Incorrect specification of Poison's ratio for linear
elastic material.
Action: Correct the input data file and re-run HYPLAS. The
Poisson's must be in the interval (-1,0.5).
ED0079 2
Description: Keyword INCREMENTS not found in input data file.
Action: Correct the input data file and re-run HYPLAS.
ED0080 2
Description: Keyword TITLE not found in input data file.
Action: Correct the input data file and re-run HYPLAS.
ED0081 2
Description: Keyword ANALYSIS_TYPE not found in input data file.
Action: Correct the input data file and re-run HYPLAS.
ED0082 2
Description: Keyword AXIS_OF_SYMMETRY not found in input data file.
Action: Correct the input data file and re-run HYPLAS.
ED0083 3
Description: Keyword LARGE_STRAIN_FORMULATION not found in input data
file.
Action: Correct the input data file and re-run HYPLAS.
ED0084 2
Description: Keyword SOLUTION_ALGORITHM not found in input data file.
Action: Correct the input data file and re-run HYPLAS.
ED0085 2
Description: Keyword ELEMENT_GROUPS not found in input data file.
Action: Correct the input data file and re-run HYPLAS.
ED0086 2
Description: Keyword ELEMENT_TYPES not found in input data file.
Action: Correct the input data file and re-run HYPLAS.
ED0087 2
Description: Keyword MATERIALS not found in input data file.
Action: Correct the input data file and re-run HYPLAS.
ED0088 2
Description: Keyword ELEMENTS not found in input data file.
Action: Correct the input data file and re-run HYPLAS.
ED0089 2
Description: Keyword NODE_COORDINATES not found in input data file.
Action: Correct the input data file and re-run HYPLAS.
ED0090 2
Description: Keyword THICKNESS not found in input data file.
Action: Correct the input data file and re-run HYPLAS.
ED0091 3
Description: Keyword NODES_WITH_PRESCRIBED_DISPLACEMENTS not found in
input data file.
Action: Correct the input data file and re-run HYPLAS.
ED0092 2
Description: Keyword LOADINGS not found in input data file.
Action: Correct the input data file and re-run HYPLAS.
ED0093 2
Description: Keyword POINT_LOADS not found in input data file.
Action: Correct the input data file and re-run HYPLAS.
ED0094 2
Description: Keyword GRAVITY_LOAD not found in input data file.
Action: Correct the input data file and re-run HYPLAS.
ED0095 2
Description: Keyword EDGE_LOADS not found in input data file.
Action: Correct the input data file and re-run HYPLAS.
ED0096 6
Description: Re-start file not found.
Action: Correct the input data file and re-run HYPLAS. Make sure
the re-start file, whose name is defined immediately
following keyword RESTART in the input data file, has
been previously generated by HYPLAS and is in the same
directory as the input data file.
ED0097 6
Description: Maximum allowed number of load increments for arc-length
incrementation control not specified.
Action: Correct input data file and re-run HYPLAS. When
incrementation by the arc-length method is selected, the
maximum allowed number of load increments must follow
keyword INCREMENTS.
ED0098 4
Description: Maximum allowed number of load increments for arc-length
incrementation control is less than or equal to 0.
Action: Correct input data file and re-run HYPLAS. The maximum
allowed number of increments must be greater than 0.
ED0099 5
Description: Invalid specification of numerical integration rule for
element of type QUAD_4_FBAR.
Action: Correct the input data file and re-run HYPLAS. Only the
4 Gauss point integration rule is allowed for this type
of element.
ED0100 4
Description: Invalid specification of Young's modulus for VON_MISES
type elasto-plastic material.
Action: Correct the input data file and re-run HYPLAS. The
Young's modulus must be greater than zero.
ED0101 4
Description: Unacceptable number of points on hardening curve for
VON_MISES type elasto-plastic material.
Action: Correct the input data file and re-run HYPLAS. The
hardening curve must be defined by at least 2 points.
ED0102 7
Description: The maximum permissible number of integer material
properties, MIPROP, does not allow the use of the
VON_MISES type elasto-plastic material.
Action: Change the dimensioning parameter MIPROP in the file
MATERIAL.INC, re-compile and re-run HYPLAS. For the
VON_MISES type material, the minimum value of MIPROP
is 3.
ED0103 7
Description: Number of real properties required by VON_MISES type
material exceeds the maximum permissible number.
Action: If the data file is correct, change the dimensioning
parameter MRPROP in the file MATERIAL.INC, re-compile
and re-run HYPLAS. For this material, MRPROP must be
greater than or equal to 3+2*NHARD, where NHARD is the
specified number of points on the hardening curve.
ED0104 5
Description: Number of real state variables required by VON_MISES
type material exceeds the maximum permissible number.
Action: Change the dimensioning parameter MRSTAV in the file
MATERIAL.INC, re-compile and re-run HYPLAS. For this
material, MRSTAV must be greater than or equal to 5.
ED0105 6
Description: Number of logical algorithmic variables required by
VON_MISES type material exceeds the maximum permissible
number.
Action: Change the dimensioning parameter MLALGV in the file
MATERIAL.INC, re-compile and re-run HYPLAS. For this
material, MLALGV must be greater than or equal to 2.
ED0107 4
Description: Invalid specification of Young's modulus for TRESCA
type elasto-plastic material.
Action: Correct the input data file and re-run HYPLAS. The
Young's modulus must be greater than zero.
ED0108 4
Description: Unacceptable number of points on hardening curve for
TRESCA type elasto-plastic material.
Action: Correct the input data file and re-run HYPLAS. The
hardening curve must be defined by at least 2 points.
ED0109 6
Description: The maximum permissible number of integer material
properties, MIPROP, does not allow the use of the
TRESCA type elasto-plastic material.
Action: Change the dimensioning parameter MIPROP in the file
MATERIAL.INC, re-compile and re-run HYPLAS. For the
TRESCA type material, the minimum value of MIPROP is 3.
ED0110 7
Description: Number of real properties required by TRESCA type
material exceeds the maximum permissible number.
Action: If the data file is correct, change the dimensioning
parameter MRPROP in the file MATERIAL.INC, re-compile
and re-run HYPLAS. For this material, MRPROP must be
greater than or equal to 3+2*NHARD, where NHARD is the
specified number of points on the hardening curve.
ED0111 5
Description: Number of real state variables required by TRESCA
type material exceeds the maximum permissible number.
Action: Change the dimensioning parameter MRSTAV in the file
MATERIAL.INC, re-compile and re-run HYPLAS. For this
material, MRSTAV must be greater than or equal to 5.
ED0112 6
Description: Number of logical algorithmic variables required by
TRESCA type material exceeds the maximum permissible
number.
Action: Change the dimensioning parameter MLALGV in the file
MATERIAL.INC, re-compile and re-run HYPLAS. For this
material, MLALGV must be greater than or equal to 4.
ED0113 6
Description: Number of real algorithmic variables required by
TRESCA type material exceeds the maximum permissible
number.
Action: Change the dimensioning parameter MRALGV in the file
MATERIAL.INC, re-compile and re-run HYPLAS. For this
material, MRALGV must be greater than or equal to 2.
ED0114 4
Description: Invalid specification of Young's modulus for
DRUCKER_PRAGER type elasto-plastic material.
Action: Correct the input data file and re-run HYPLAS. The
Young's modulus must be greater than zero.
ED0115 5
Description: Invalid specification of frictional and/or dilatancy
angle for DRUCKER_PRAGER type elasto-plastic material.
Action: Correct the input data file and re-run HYPLAS. The
frictional and dilatancy angles must be within the
interval [0,90) degrees.
ED0116 11
Description: Invalid flag for selection of Drucker-Prager
approximation to Mohr-Coulomb criterion.
Action: Correct the input data file and re-run HYPLAS. The valid
flags are:
0 - Matching OUTER edges of M-C surface
1 - Matching INNER edges of M-C surface
2 - Plane strain match
3 - Matching M-C criterion in uniaxial
compression and uniaxial tension
4 - Matching M-C criterion in biaxial
compression and biaxial tension
ED0117 4
Description: Unacceptable number of points on hardening curve for
DRUCKER_PRAGER type elasto-plastic material.
Action: Correct the input data file and re-run HYPLAS. The
hardening curve must be defined by at least 2 points.
ED0118 2
Description: ???? Unused code - developers may re-use this code
Action:
ED0119 2
Description: ???? Unused code - developers may re-use this code
Action:
ED0120 2
Description: ???? Unused code - developers may re-use this code
Action:
ED0121 2
Description: ???? Unused code - developers may re-use this code
Action:
ED0122 2
Description: ???? Unused code - developers may re-use this code
Action:
ED0123 2
Description: ???? Unused code - developers may re-use this code
Action:
ED0124 2
Description: ???? Unused code - developers may re-use this code
Action:
ED0125 3
Description: One or more nodal coordinates have not been defined.
Action: Correct NODE_COORDINATES section of input data file and
re-run HYPLAS.
ED0126 3
Description: Repeated node number has been detected.
Action: Correct NODE_COORDINATES section of input data file and
re-run HYPLAS.
ED0127 5
Description: Invalid node number in NODE_COORDINATES section.
Action: Correct NODE_COORDINATES section of input data file and
re-run HYPLAS. Node numbers must be greater than 0 and
less than or equal to the specified total number of
nodes.
ED0128 0
Description: ???? Unused code - developers may re-use this code
Action:
ED0129 6
Description: Error in the specification of Master/Slave kinematical
constraints. A slave node has been assigned to more than
one master/slave set with its third degree of freedom
constrained.
Action: Correct Master/Slave constraint specification in input
data file and re-run HYPLAS.
ED0130 2
Description: ???? Unused code - developers may re-use this code
Action:
ED0131 2
Description: ???? Unused code - developers may re-use this code
Action:
ED0132 2
Description: ???? Unused code - developers may re-use this code
Action:
ED0133 2
Description: ???? Unused code - developers may re-use this code
Action:
ED0134 7
Description: Point load has been assigned to an inexistent node (with
identification number less than or equal to 0 or greater
than the specified total number of nodes) in section
POINT_LOADS of the data file.
Action: Correct the input data file and re-run HYPLAS. Node
numbers must be greater than 0 and less than or equal to
the specified total number of nodes in the structure.
ED0135 2
Description: ???? Unused code - developers may re-use this code
Action:
ED0136 5
Description: Unacceptable material parameter for Mohr-Coulomb type
elasto-plastic material model. The specified Young's
modulus is non-positive. The Young's modulus must be
strictly positive.
Action: Correct your data file and re-run HYPLAS.
ED0137 6
Description: Unacceptable material parameter for Mohr-Coulomb type
elasto-plastic material model. The specified frictional
angle is outside the acceptable interval.
The frictional angle must be within the interval [0,90)
degrees.
Action: Correct your data file and re-run HYPLAS.
ED0138 4
Description: Unacceptable number of points on hardening curve for
MOHR_COULOMB type elasto-plastic material model.
Action: Correct the input data file and re-run HYPLAS. The
hardening curve must be defined by at least 2 points.
ED0139 3
Description: Keyword ARC_LENGTH_PREDICTOR_OPTION not found in input
data file.
Action: Correct the input data file and re-run HYPLAS.
ED0140 11
Description: Missing option in ARC_LENGTH_PREDICTOR_OPTION section.
Action: Correct the input data file and re-run HYPLAS.
The acceptable predictor options (one of which must
follow keyword ARC_LENGTH_PREDICTOR_OPTION in the same
line) are:
SECANT_PATH - Uses secant path predictor