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Typical error message found in the LUSAS Solver text output file (*.OUT):

***ERROR*** ELEMENT NUMBER P REPEATED COORDINATE (KSPLAT PROCESSOR)


This normally occurs when a 2D plate element is assigned in a 3D model. 

Plate elements are used to model flat structures whose deformation can be assumed to be predominantly flexural. Shell elements are used to model 3-dimensional structures whose behaviour is dependent upon both flexural and membrane effects. 

Accordingly, plate elements only have X/Y coordinates (Z is assumed zero). Thus, if a plate element is assigned to a surface with non-zero Z-coordinates, the Z-coordinates are ignored and the elements "squashed" into the XY-plane. The remedy is to use an appropriate shell element if the analysis is 3D. Alternatively, if it actually a 2D analysis, ensure that the surfaces created are all defined exactly in the XY-plane will enable plate elements to be used.

For further information on selecting an element type, refer to the LUSAS help menu:

Help Topics > Modeller User Manual > Building a model > Attributes > Meshing and Element selection > Element Selection


The problem may be associated with the following associated messages:

***WARNING*** ELEMENT NUMBER 3 UNREASONABLY DISTORTED, RATIO LONGEST/SHORTEST SIDE = 0.10E+16

***ERROR*** ELEMENT NUMBER 3 ILLEGAL JACOBIAN DETERMINANT OF -0.1110E-15 CHECK NODE ORDER


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