Error/Warning code & Message string
During modeling and analysis process, the user can find following error or warning code with message in output window.
Check the code and the user can find the main reason and suggested solution for each code.
|
Error/Warning Code |
Message String |
|
1000 |
SOLVER LOCK WAS NOT DETECTED. _ARG_REP_ |
|
1002 |
CANNOT OPEN INPUT FILE '"_ARG_REP_"'. |
|
1006 |
SELF DEPENDENCY FOUND IN MULTIPOINT CONSTRAINT DEFINITION FOR _ARG_REP_"." |
|
1008 |
_ARG_REP_" IS ALREADY CONSTRAINED. CANNOT BE CONSTRAINED BY MULTIPOINT CONSTRAINT." |
|
1010 |
INVALID RIGID BODY MOTION DEFINITION IN RBE ID=_ARG_REP_"." |
|
1018 |
INVALID MATERIAL DATA IN MATERIAL ID="_ARG_REP_". |
|
1019 |
UNABLE TO DEFINE ELEMENT ORIENTATION FOR "_ARG_REP_" ELEMENT ID="_ARG_REP_". |
|
1020 |
NODAL COORDINATE HAS NEGATIVE X VALUE IN AXISYMMETRIC ELEMENT ID="_ARG_REP_". |
|
1022 |
INVALID MATERIAL REFERENCE IN PROPERTY ID="_ARG_REP_". |
|
1023 |
NOT ENOUGH ELEMENTS DEFINED TO FORM CAVITY ID=_ARG_REP_"." |
|
1024 |
"CANNOT RESUME WRITING TO RESULT FILE "_ARG_REP_ "." |
|
1032 |
CURVE FITTING FAILED IN MATERIAL ID="_ARG_REP_". |
|
1036 |
INVALID ELEMENT TYPE FOR NONLINEAR EXPLICIT DYNAMIC ANALYSIS. |
|
1037 |
PRELOAD (BOLT LOAD) IS NOT SUPPORTED IN ANALYSIS ID="_ARG_REP_". |
|
1038 |
BOTH (DISPLACEMENT/VELOCITY/ACCELERATION) AND (VELOCITY/ACCELERATION/DISPLACEMENT) CANNOT BE SPECIFIED TO THE SAME DOF. NODE ID= …. |
|
1045 |
"MATERIAL COORDINATE SYSTEM CANNOT BE CHANGED DURING CONSTRUCTION STAGE ANALYSIS." |
|
1046 |
"INVALID RELEASE DOF DEFINITION IN "_ARG_REP_" ELEMENT ="_ARG_REP"." |
|
1102 |
ERROR ENCOUNTERED WHILE READING INPUT FILE '_ARG_REP_" |
|
1201 |
CANNOT OPEN SCRATCH FILE _ARG_REP_"." |
|
1202 |
CANNOT OPEN RESTART FILE _ARG_REP_"." |
|
1203 |
IDENTICAL RESTART FILENAME SPECIFIED FOR BOTH READ AND WRITE METHOD. |
|
2001 |
NEGATIVE JACOBIAN IN ELEMENT ID=_ARG_REP_"." |
|
2004 |
FAILED TO COMPUTE EIGENVALUES. "_ARG_REP_ |
|
2007 |
FACTORIZATION FAILED DUE TO SINGULARITY AT "_ARG_REP_" (RANK="_ARG_REP_"). |
|
2008 |
ERROR IN LINEAR EQUATION SOLVER ("_ARG_REP_"). |
|
2009 |
FAILED TO DETERMINE MATERIAL AXIS BY PROJECTION IN ELEMENT ID="_ARG_REP_". |
|
2012 |
IMPROPER LINEAR EQUATION SOLVER SELECTED. TRY OTHER SOLVERS OR USE AUTO SELECTION. |
|
2101 |
1D ELEMENT LENGTH IS ZERO IN ELEMENT ID="_ARG_REP_". |
|
2102 |
SCRATCH FILE IO FAILED. |
|
2103 |
FAILED TO CONVERGE IN NONLINEAR ANALYSIS. LOAD INCREMENT="_ARG_REP_". |
|
2104 |
SINGULARITY OCCURRED WHILE COMPUTING CONSTITUTIVE MATRIX IN ELEMENT ID="_ARG_REP_". |
|
2105 |
CANNOT COMPUTE CONSISTENT TANGENT MODULUS, MATERIAL ID="_ARG_REP_ |
|
2107 |
TOO MANY THICKNESS INTEGRATION POINTS IN PROPERTY ID="_ARG_REP_" FOR EXPLICIT DYNAMIC ANALYSIS (MAX=31) |
|
2108 |
CRITICAL TIME STEP IS ZERO IN EXPLICIT DYNAMIC ANALYSIS. |
|
2109 |
ZERO DIAGONAL MASS FOUND IN EXPLICIT DYNAMIC ANALYSIS. |
|
2110 |
MASS MPC OR RBE MASS CANNOT BE DIRECTIONAL IN EXPLICIT DYNAMIC ANALYSIS. |
|
2111 |
SCALAR MASS CANNOT BE SPECIFIED TO ROTATIONAL INERTIA IN EXPLICIT DYNAMIC ANALYSIS. |
|
2112 |
INSUFFICIENT MEMORY FOR TEMPORARY EIGENVECTOR STORAGE. REDUCE NUMBER OF EIGENVECTORS. |
|
2113 |
FACTORIZATION FAILED IN EIGEN SOLVER. THIS MAY BE DUE TO EXCESSIVELY CLUSTERED EIGENVALUES. |
|
2116 |
FAILED TO CONVERGE IN AMG (~). |
|
2117 |
DIVERGENCE DETECTED IN EXPLICIT DYNAMIC ANALYSIS. |
|
2122 |
NO FLEXIBLE-BODY MODE. |
|
2123 |
DIVERGENCE DETECTED IN EXPLICIT DYNAMIC ANALYSIS AT TIME="_ARG_REP_".("_ARG_REP_ |
|
2124 |
PROPERTY ID="_ARG_REP_" IS ASSIGNED TO INCOMPATIBLE ELEMENT TYPE. |
|
2125 |
CONTACT SEGMENT WITH NODE IDS = "_ARG_REP_" IS INVALID. IDENTICAL NODAL COORDINATES FOUND IN THE SEGMENT. |
|
2126 |
RIGID MATERIAL IN COMPOSITE PROPERTY (ID = "_ARG_REP_") IS NOT ALLOWED. |
|
2127 |
INSUFFICIENT MEMORY FOR TEMPORARY RITZ VECTOR STORAGE. |
|
2128 |
MULTI-BODY SYSTEM SEEMS TO BE OVER-CONSTRAINED. |
|
2130 |
LIMIT VALUE OF STRESS CONSTRAINT FOR MATERIAL ID = "_ARG_REP" IS ZERO. |
|
2131 |
ERROR ENCOUNTERED DURING ANALYSIS RESTART. CURRENT ELEMENT IS INCONSISTENT WITH STORAGE DATA. |
|
2132 |
ERROR ENCOUNTERED IN MODIFIED CAM CLAY MATERIAL MODEL. TENSILE STRESS IS APPLIED IN ELEMENT ID= "_ARG_REP_" MATERIAL ID= "_ARG_REP_". |
|
2133 |
MODIFIED CAM CLAY MATERIAL MODEL ID="_ARG_REP_" CAN ONLY BE USED WITH SOLID, PLAIN STRAIN, OR AXISYMMETRIC ELEMENTS. |
|
2134 |
ERROR ENCOUNTERED IN ELEMENT ID="_ARG_REP_". MODIFIED CAM CLAY MATERIAL MODEL ID="_ARG_REP_" CAN ONLY BE USED WITH SOLID, PLAIN STRAIN, OR AXISYMMETRIC ELEMENTS. |
|
2135 |
ERROR ENCOUNTERED IN MODIFIED CAM CLAY MATERIAL MODEL. IN MATERIAL ID "_ARG_REP_", INITIAL VOID RATIO MUST BE LARGER THAN ZERO. |
|
2137 |
ERROR ENCOUNTERED IN MATERIAL ID = "_ARG_REP_". "_ARG_REP_" MATERIAL MODEL CANNOT BE USED WITH VISCOELASTIC MATERIAL. |
|
2138 |
"CANNOT COMPUTE ELASTIC-CREEP TANGENT MODULUS, MATERIAL ID="_ARG_REP_ |
|
2139 |
"MISSING DILATANCY ANGLE IN COULOMB FRICTION MODEL WITH VARIABLE FRICTION ANGLE, MATERIAL ID=_ARG_REP_". " |
|
2140 |
"SHELL INTERFACE ELEMENT ID= "_ARG_REP_" CAN ONLY BE ATTACHED TO SHELL ELEMENTS." |
|
2141 |
SHELL INTERFACE ELEMENT ID= "_ARG_REP_" CANNOT FIND ATTACHED SHELL ELEMENT." |
|
2142 |
PILE ELEMENT ID= "_ARG_REP_" IS NOT EMBEDDED IN SOLID ELEMENT." |
|
2143 |
"ANALYSIS CANCELED BY USER REQUEST." |
|
2145 |
"FAILED TO CHANGE ELEMENT PROPERTY TO PROPERTY ID = "_ARG_REP_". INCOMPATIBLE MATERIAL MODELS." |
|
2149 |
"UNABLE TO FIND STABLE EQUILIBRIUM BASED ON GIVEN C, PHI IN SLOPE STABILITY ANALYSIS. FACTOR OF SAFETY MAY BE LESS THAN "_ARG_REP_"." |
|
2150 |
"ERROR WHILE INTEGRATION OF POLYLINE IN SAM MODULE (ELEMENT ID = "_ARG_REP"). CHECK POLYLINE DEFINITION." |
|
2151 |
"ERROR IN EMBEDDED ELEMENTS. FOLLOWING EMBEDDED TRUSS ELEMENTS HAVE NO MOTHER ELEMENT: "_ARG_REP_". " |
|
3501 |
CANNOT CLOSE SCRATCH FILE "_ARG_REP_". |
|
3503 |
FAILED TO WRITE ANALYSIS DATA TO FILE OR READ ANALYSIS DATA FROM FILE. |
|
4003 |
UNREASONABLE MATERIAL DATA IN MATERIAL ID="_ARG_REP_". |
|
4009 |
NEGATIVE STRENGTH VALUE SPECIFIED "_ARG_REP_". USING ABSOLUTE VALUE. |
|
4010 |
FAILED TO FIND APPROPRIATE SHIFT FOR EIGEN SOLVER. (ZERO MASS MATRIX). |
|
4011 |
SYSTEM MASS IS DIRECTIONAL. USING AVERAGED MASS CENTER AS MODAL FACTOR REFERENCE. |
|
4012 |
INVALID GRID POINT ID="_ARG_REP_" SPECIFIED IN GRID POINT WEIGHT GENERATOR. |
|
4013 |
INVALID GRID POINT ID="_ARG_REP_" SPECIFIED IN MODAL FACTOR CALULATION. |
|
4014 |
ONE OR MORE NON-ZERO DEGREES OF FREEDOM WERE AUTO-CONSTRAINED. |
|
4017 |
THERE ARE ONLY "_ARG_REP_" EIGENVALUES IN THE RANGE OF INTEREST. |
|
4018 |
ONLY "_ARG_REP_" EIGENVALUES WERE COMPUTED SUCCESSFULLY. |
|
4020 |
IGNORING Y-DIRECTION IN GRAVITY LOAD FOR AXISYMMETRIC PROBLEM. |
|
4021 |
NO LAYER DEFINED IN COMPOSITE PROPERTY. NOT CREATING PROPERTY ID="_ARG_REP_". |
|
4024 |
FAILED TO CONVERGE IN NONLINEAR ANALYSIS. LOAD INCREMENT="_ARG_REP_". |
|
4025 |
MAXIMIUM ITERATION REACHED IN RETURN MAPPING, MATERIAL ID=" _ARG_REP_", ELEMENT ID="_ARG_REP_ ", INTEGRATION POINT="_ARG_REP_ ". |
|
4026 |
STIFFNESS MATRIX IS NOT POSITIVE DEFINITE IN PRE-STRESSED LINEAR STATIC ANALYSIS. |
|
4027 |
MID-NODES OF ELEMENT ID="_ARG_REP_" ARE RELOCATED TO CENTER OF CORNER POINTS. |
|
4028 |
MID-NODES OF ALL QUADRATIC SOLID ELEMENTS ARE RELOCATED TO CENTER OF CORNER POINTS. |
|
4030 |
ITERATIONS STOPPED IN AMG BEFORE SOLUTION CONVERGED (~). |
|
4031 |
STEFAN BOLTZMANN CONSTANT IS ZERO. RADIATION CONDITIONS WILL HAVE NO EFFECT. |
|
4032 |
FAILED TO FIND ELEMENT CONNECTED TO SEGMENT WITH NODE IDS = # # # # . THIS SEGMENT IS IGNORED. |
|
4033 |
MULTIPLE CONNECTED ELEMENTS FOUND FOR SEGMENT WITH NODE IDS = # # # # . THIS SEGMENT IS IGNORED. |
|
4035 |
CONTACT SURFACE ID = # DEFINED IN CONTACT PARAMETER ID = # WAS NOT FOUND. THIS PARAMETER IS IGNORED. |
|
4037 |
CANNOT DETERMINE CRITICAL TIME STEP. TIME STEP VALUE OF "_ARG_REP_" WILL BE USED. |
|
4039 |
DOF "_ARG_REP_" IS ALREADY CONSTRAINED. MULTIPOINT CONSTRAINT IGNORED. |
|
4040 |
MAXIMUM NUMBER OF ITERATIONS FOR AMG IS TOO SMALL. DEFAULT VALUE "_ARG_REP_" WILL BE USED. |
|
4041 |
RESIDUAL TOLERANCE FOR AMG IS TOO SMALL. DEFAULT VALUE "_ARG_REP_" WILL BE USED. |
|
4042 |
DISCREPANCY IN CONSTRAINTS, CONTACT OR MATERIAL PROPERTIES FOUND IN SUBCASE COMBINATION. COMBINED RESULTS OF SUBCASES ID # AND # MAY BE INVALID. |
|
4045 |
MINIMUM ALLOWED TIME STEP REACHED. "_ARG_REP_" MAY BE LARGER THAN THE SPECIFIED. |
|
4046 |
FAILED TO ESTIMATE DOMINANT FLEXIBLE FREQUENCY IN LINEAR DIRECT TRANSIENT ANALYSIS ID = "_ARG_REP_". DEFAULT TIME STEP WILL BE USED. |
|
4047 |
INFINITE RESPONSE DETECTED DUE TO RESONANCE AT FREQUENCY = "_ARG_REP_". |
|
4048 |
INFINITE RESPONSE DETECTED DUE TO RIGID BODY MODE AT FREQUENCY = 0 |
|
4049 |
MEMBRANE MATERIAL IS RIGID. BENDING AND SHEAR PROPERTIES WILL BE IGNORED. |
|
4051 |
MULTI-BODY SYSTEM SEEMS TO BE OVER-CONSTRAINED. DUPLICATED CONSTRAINTS IGNORED. |
|
4052 |
EXCESSIVE MESH IRREGULARITY DETECTED FOR CASTING DIRECTION CONTROL. ESTIMATED IRREGULARITY MEASURE = |
|
4054 |
"NEGATIVE JACOBIAN IN ELEMENT ID="_ARG_REP_"." |
|
4055 |
"SYSTEM MATRIX SEEMS TO BE TOO LARGE FOR PHYSICAL MEMORY. PERFORMANCE MAY BE SEVERELY DEGRADED." |
|
4057 |
EQUIVALENT LINEAR ANALYSIS FAILED TO CONVERGE WITHIN MAX. ITERATIONS = "_ARG_REP_". |
|
4060 |
"IGNORING UNPARALLEL K0 DEFINITION FOR PLANE STRAIN/AXISYMMETRIC ELEMENTS." " MAXIMUM K0 VALUE WILL BE USED FOR COMPUTING HORIZONTAL STRESSES." |
|
4063 |
"CRITICAL FACTOR OF SAFETY NOT FOUND IN "_ARG_REP_" TRIES IN SLOPE STABILITY ANALYSIS. FACTOR OF SAFETY IS GREATER THAN "_ARG_REP_"." |
|
4064 |
"MATERIAL ASSIGNED TO HOST MESH OF GAUGE PROPERTY (ID = "_ARG_REP_") IS NOT UNIQUE." |
|
4105 |
ONE OF THE FREQUENCY RANGE BOUNDARIES IS TOO CLOSE TO A FREQUENCY. |
|
4106 |
EIGENVALUES HAVE NOT PASSED STURM SEQUENCE CHECK. |
|
4108 |
EIGENVECTORS MAY NOT BE ORTHOGONAL. |
|
4109 |
EIGENVALUES ARE TOO CLUSTERED TO EVALUATE. SOME EIGENVALUES MAY BE LOST. |
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