DOI:
关键词: Materials science 、 Viscoelasticity 、 Mechanics 、 Displacement (vector) 、 Transverse plane 、 Material properties 、 Composite number 、 Structural engineering 、 Vibration 、 Constrained-layer damping 、 Reduction (mathematics)
摘要: THE GEOMETRICAL OPTIMIZATION OF PASSIVE DAMPING TREATMENTS APPLIED TO LAMINATED COMPOSITE BEAMS IS PRESENTED, USING A SANDWICH/MULTILAYER BEAM FINITE ELEMENT MODEL. FREQUENCY DEPENDENCE VISCOELASTIC MATERIAL PROPERTIES MODELED ANELASTIC DISPLACEMENT FIELDS COMPLEX-BASED MODAL REDUCTION, FOLLOWED BY AN EQUIVALENT REAL REPRESENTATION, CONSIDERED. CONSISTING LAYERS SANDWICHED BETWEEN TWO ARE STUDIED, WITH UPPER LAYER SERVING AS CONSTRAINING (CL) AND LOWER ONE SPACER (OR STAND-OFF) (SL). CL SL PLIES NUMBER, THICKNESS ORIENTATION CONSIDERED DESIGN PARAMETERS OPTIMIZED GENETIC ALGORITHM EIGENFREQUENCY CHANGES WEIGHT CONSTRAINTS. STRATEGY FOR MULTICRITERIA PRESENTED USING, PERFORMANCE INDICES, INTEGRAL TRANSVERSE VELOCITIES FACTORS FIRST ¯VE EIGENMODES AND, PENALTY FUNCTIONS, TOTAL MASS VARIATION EIGENFREQUENCIES DUE TREATMENT. RESULTS SHOW THAT USE GLOBAL COST FUNCTION ALLOWS IMPROVE STRUCTURAL VIBRATIONS WHILE MINIMIZING STRUCTURE MODIFICATION