$$$$ AMOR NOTICE WANG 14/02/14 21:15:00 7962 DATE 14/02/14 Operateur AMOR Voir aussi : -------------- Description : ____________ The AMOR operator calculates damping matrices in different cases : ---------------------------- | 1st case : modal damping | ---------------------------- The AMOR operator constructs a diagonal matrix of modal dampings. It allocates a reduced damping to each mode of the base. AMOR1 = AMOR | BASE1 | LREEL1 ; | TAB1 | Contents : ___________ AMOR1 : damping matrix (RIGIDITE type, AMORTISSEMENT subtype) BASE1 : modal base (BASEMODA type) TAB1 : TABLE object defining the modes, the pseudo-modes, ... - of BASE_MODALE subtype, or - ENSEMBLE_DE_BASES subtype LREEL1 : coefficients of the reduced modal dampings (in %) (LISTREEL type) For a sole structure, the n-ith coefficient of the list of real numbers corresponds to the n-ith mode of the base. For several structures, the list of real numbers will be supplied by structure and by mode. ----------------------------------- | 2nd case : absorbing boundaries | ----------------------------------- AMOR1 = AMOR MODL1 GEO1 MAT1 ; The AMOR operator calculates the damping matrix associated with the mesh of the boundary, for either solid or fluid elements, in two or three dimensions. The formulation corresponds to the viscous boundary proposed by Lysmer and Kulhemeyer (1969). Contents : _________ AMOR1 : damping matrix (RIGIDITE type) MODL1 : soil or fluid model (MMODEL type) GEO1 : boundary mesh (MAILLAGE type) MAT1 : field of material properties for the soil or fluid (MCHAML type) ---------------------------- | 3rd case : material damping | ---------------------------- AMOR1 = AMOR MODL1 MAT1 ; The AMOR operator calculates the material damping matrix for either solid, truss, beam (POUT, TIMO and TIMO/SECTION) and shell elemen The material viscosity is defined by the parameter VISq. Contents : _________ AMOR1 : damping matrix (RIGIDITE type) MODL1 : material model (MMODEL type) MAT1 : field of material properties (MCHAML type)
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