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Index of Warning messages

LUSAS Modeller gives the message | LUSAS Solver gives the message | Installation

LUSAS Modeller messages

See "other messages"

LUSAS Solver messages (alphabetical)

• ***WARNING*** CANNOT CHOOSE LARGEST EIGENVALUES IN A BUCKLING ANALYSIS : SMALLEST ONES CHOSEN BY DEFAULT (RDEGCT PROCESSOR)
• ***WARNING*** CARE SHOULD BE TAKEN WHEN ACTIVATING AND DEACTIVATING ELEMENTS WITH GEOMETRIC NONLINEARITY PARTICULARLY WHEN LARGE DISPLACEMENTS ARE EXPECTED (OVERL6 PROCESSOR)
• ***WARNING*** CONNECTING THIN SHELL ELEMENTS (TS3, QSI4 OR SHI4) TO GENERAL SHELL ELEMENTS (TTS3, QTS4,TTS6 OR QTS8) IS NOT RECOMMENDED (XTELDA PROCESSOR)
• ***WARNING*** CONTACT NODE P ON SURFACE Q OF SLIDELINE R HAS PENETRATED
• ***WARNING*** CURRENT INCREMENT HAS FAILED TO CONVERGE (NONLCT PROCESSOR)
• ***WARNING*** ELEMENT INITIAL CURVATURE IS TOO SEVERE
• ***WARNING*** ELEMENT P IS ONLY ATTACHED TO ITS NEIGHBOURS AT THE CORNERS (MPLOTM PROCESSOR)
• ***WARNING*** ELEMENT P, NODE Q, VARIABLE R HAS DIAGONAL DECAY .123E+15 WHICH EXCEEDS TOLERANCE VALUE OF .10E+05
• ***WARNING*** ELEMENT P, NODE Q, VARIABLE R HAS NEGATIVE PIVOT -0.1079E+10
• ***WARNING*** ELEMENT P, NODE Q, VARIABLE R HAS SMALL PIVOT = S OR DIAGONAL DECAY=T (GT 0.1E+05)
• ***WARNING*** ELEMENT P, NODE Q, VARIABLE R HAS SMALL, NEGATIVE PIVOT -0.1234E-25 AND DIAGONAL DECAY .1234E+15 > .10E+05
• ***WARNING*** ELEMENT NUMBER P LOCATION OF MIDSIDE NODE Q CAUSES EXCESSIVE SIDE CURVATURE
• ***WARNING*** ELEMENT NUMBER P HAS NODE Q OUT OF ELEMENT PLANE (KPLATE PROCESSOR)
• ***WARNING*** ELEMENT NUMBER P UNREASONABLY DISTORTED, RATIO LONGEST/SHORTEST SIDE = Q (KLGEOM PROCESSOR)
• ***WARNING*** FINE INTEGRATION (OPTION 18) HAS BEEN INVOKED BECAUSE THE MULTI-CRACK/CONCRETE MATERIAL MODEL HAS BEEN ASSIGNED (CHKMAS PROCESSOR)
• ***WARNING*** FIRST NEAR-ZERO PIVOT FOUND AT GLOBAL NODE P
• ***WARNING*** LARGEST NODE NUMBER IN NODE COORDINATES EXCEEDS LARGEST IN ELEMENT NODES
• ***WARNING*** LOADS ASSIGNED TO DEACTIVATED ELEMENTS WILL BE REMOVED (PRACEL PROCESSOR)
• ***WARNING*** MATRIX IS VERY ILL-CONDITIONED (BCSLSV PROCESSOR)
• ***WARNING*** NODES P AND Q FOR ELEMENT NUMBER R ARE NOT COINCIDENT (KJNT4 PROCESSOR)
• ***WARNING*** NONLINEAR SOLUTIONS ARE NOT AVAILABLE FOR ??? ELEMENTS (OVL66 PROCESSOR)
• ***WARNING*** ONE OR MORE NON-ZERO EIGENVALUES WERE COMPUTED WITH ERROR NORM GREATER THAN 0.10E-03 : USE THESE MODES WITH CAUTION (EIGOUT PROCESSOR)
• ***WARNING*** PLASTICITY COMPUTATIONS HAVE FAILED TO CONVERGE FOR ELEMENT P ATTEMPTING TO INVOKE A STEP REDUCTION (SBTS6 PROCESSOR)
• ***WARNING*** RELATIVE ERROR IN THE ORDER OF .2176E-01 EXCEEDS RECOMMENDED MAXIMUM 
• ***WARNING*** SOME ELEMENTS WITH ECCENTRIC GEOMETRIC PROPERTIES HAVE BEEN ASSIGNED A NONLINEAR MATERIAL – STATE VARIABLES SUCH AS PLASTIC STRAINS WILL BE EVALUATED USING STRESS RESULTANTS COMPUTED AT THE NODAL LINE AND NOT AT THE BEAM CROSS SECTION (KBTS6 PROCESSOR)
• ***WARNING*** STEP REDUCTION IN PROGRESS (NONLCT PROCESSOR)
• ***WARNING*** SYSTEM PARAMETER LFRADD= 5000 TOO LOW
• ***WARNING*** UNABLE TO FIND VALID CONTACT SEGMENT FOR NODE P ON SURFACE Q CONTACTING WITH SURFACE R (SFSSEG PROCESSOR)

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