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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. ·¢×ÔСľ³æAndroid¿Í»§¶Ë |
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