Error/Warning code & Message string
*표 안의 항목을 클릭하시면 자세한 내용을 확인하실 수 있습니다.
모델링 및 해석 과정에서 사용자는 출력 창에서 아래와 같은 오류 또는 경고 코드와 메시지가 발생할 수 있습니다.
각 코드를 확인하면 해당 오류 또는 경고의 주요 원인과 권장 해결 방법을 확인할 수 있습니다.
| 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_ ", ELEMENT ID="_ARG_REP_", INTEGRATION POINT="_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_ ", ELEMENT ID="_ARG_REP_", INTEGRATION POINT="_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. |