$$$$ @OTCOQUE NOTICE CHAT 11/09/12 21:17:29 7124 DATE 11/09/12 Procedure @OTCOQUE Voir aussi : ------------------ LREEL1 DEP1 = @OTCOQUE FLOT1 ENTI1 FLOT2 FLOT3 FLOT4 TAB1 TAB2 FORC1 RIG1 P1; Description : _____________ This procedure used in interactive mode enables the user to optimize the layers of a shell or plate structure according to the FULL-STRESS-DESIGN method. Contents : __________ LREEL1 : list containing the region layers (LISTREEL type) DEP1 : displacement field of the optimized structure (CHPOINT type) FLOT1 : convergence criterion for equivalent sigma (FLOTTANT type) ENTI1 : maximum number of iterations (ENTIER type) FLOT2 : structure initial thickness, same value for all the regions (FLOTTANT type) FLOT3 : optimum value for equivalent sigma, calculated in relation with the VMIS operator (FLOTTANT type) FLOT4 : minimum acceptable thickness (FLOTTANT type) TAB1 : table containing the relative object for the i-th region MMODL (TABLE type),TAB1.I (MMOD type), I (ENTIER type) TAB2 : table containing the relative object with the material characteristics for the i-th region (TABLE type), TAB2.I (MCHAML type), I (ENTIER type), FORC1 : force field (CHPOINT type) RIG1 : stiffness associated with the linkages or the part of the structure which is not subjected to an optimization P1 : viewpoint for the plots Note : ______ - Mathematically speaking, this method offers an optimum solution for isostatic structures. - The structure must be divided in regions in which the thickness is considered to be uniform. - The convergence can be controlled by a parameter which is called on, in interactive mode, at each iteration; it aims at reducing or amplifying the variation of the layers evaluated at each iteration on the basis of the ratio between the region maximum equivalent sigma and the optimum equivalent sigma.
© Cast3M 2003 - All rights reserved.
Disclaimer