scholarly journals GA-based optimum design of a shape memory alloy device for seismic response mitigation

2010 ◽  
Vol 19 (6) ◽  
pp. 065004 ◽  
Author(s):  
O E Ozbulut ◽  
P N Roschke ◽  
P Y Lin ◽  
C H Loh
Author(s):  
Victor Birman ◽  
Arthur Simonyan

Abstract The problems of optimum distribution of stiffener-actuators manufactured from piezoelectric or shape memory alloy materials and bonded to or embedded within the facings of a sandwich plate are considered. The sandwich plate consists of thin composite or isotropic facings and a thick shear deformable core. The amplitude of forced vibrations of the plate is reduced using symmetric couples of piezoelectric actuators subjected to out-of-phase dynamic voltages. Shape memory alloy stiffener-actuators are used to reduce bending deformations. In the latter case, a desirable effect is achieved by activating the stiffeners on one side of the middle surface. Optimum design is considered based on the requirement of minimal transverse static or dynamic deflections subject to a constraint on the volume of the material of the actuators. The variables employed in the process of optimization are the ratios of the cross sectional areas of the stiffener-actuators in each direction to their respective spacings. It is shown, that, dependent on the load, materials, and geometry, optimization can significantly reduce deflections, i.e. enhance the strength, of sandwich plates.


2012 ◽  
Vol 204-208 ◽  
pp. 2584-2589
Author(s):  
De Jin Xing ◽  
Bao Quan Yang ◽  
Ming Dong Wang

With the SMA (Shape Memory Alloy) banner model, the effect of pre-stressing and displacement, stiffness and length to the energy dissipation ratio is studied. The two equations, which are of pre-stressing and displacement to the energy dissipation ratio are proposed. The method are put forward to confirm the stiffness and length of SMA . Based on the above analysis, a new pull-press SMA damper is designed. The simulation analysis on seismic response of five-floor frame with SMA damper shows that the displacement and acceleration of the top floor are reduced by 50﹪at least. It verifies that this kind of SMA damper can availably suppress the seismic response of structure.


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