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ÓÃmarc2010×öÒ»¸ö0.1mmºñµÄ±¡²ÄµÄ³¬ËܳÉÐΣ¬ÓõÄÊÇTA15²ÄÁÏ£¬ÎªÊ²Ã´Ò»Ìá½»ÈÏÕæ¾Í»á±¨´íÍ˳ö¼ÆË㣬ÓдóÉñÖªµÀÔõôÉèÖÃÂ𣿸½ÉÏÍ˳öÐÅÏ¢£¬Ð»Ð»ÁË£¡The determinant of the stiffness matrix becomes zero or  negative when indicated node has been reached during the  Gaussian elimination phase of the solution process. This  means that the stiffness matrix is non-positive definite.  If this happens at the start of the analysis. the condition  is usually casued by the existence of rigid body modes.  It  may also be caused by incorrect material properties (e.g.  Poisson's raitio greater tharn 0.5; note that such situations may arise through temperature  dependence of properties). In nonlinear cases. the structure may have  buckled or reached a plastic limit load. In rubber analysis. it may also be due  to the strain state being in n region where the input date  for the strain energy function is invalid. In contact analysis with friction. Iack of normal forces may result in friction being absent.  If desired.  the program may be forced to continue by use of the parameter PRINT or the model or history definition option CONTROL. Either one of these procedures may be used for restart. whenever a non-positive definite situation occurs one must exercise caution. as the resultant numerical solution may be infeasible.

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