Abstract
In this paper, the vibration control capability of shape memory alloy (SMA) composite beams subjected to impulsive loads is examined. In order to simulate the SMA response, a one-dimensional constitutive model is introduced which is able to reproduce pseudo-elasticity, martensite transformation/orientation and in particular ferro-elasticity effects. A numerical algorithm is presented to solve non-linear SMA constitutive model by means of an elastic-predictor inelastic-corrector return map procedure. The equivalent single layer theory of Rayleigh-Euler-Bernoulli is used to describe displacement field of SMA laminated composite beams. Geometrical non-linearity is also considered in the von Karman sense. Considering rotary inertia effects, finite element equations of motion are developed using the Hamilton principle. Newmark and Newton-Raphson methods are utilized to obtain an incremental solution of the problem. Extensive numerical results are presented to provide an insight into the influence of pre-strain, temperature, location and thickness of SMA layers on the vibration control of SMA composite beams subjected to various blast pulses. Considering ferro-elasticity effect, results reveal the fact that SMA layers with high pre-strain have a passive vibration control capability in low temperatures and yield a better efficiency in comparison with pseudo-elastic SMA layers.
| Original language | English |
|---|---|
| Pages (from-to) | 325-334 |
| Number of pages | 10 |
| Journal | Composite Structures |
| Volume | 110 |
| Issue number | 1 |
| DOIs | |
| Publication status | Published - Apr 2014 |
| Externally published | Yes |
Free Keywords
- Active/passive vibration control
- Material and geometrical non-linearity
- Shape memory alloys
- SMA composite beams
ASJC Scopus subject areas
- Ceramics and Composites
- Civil and Structural Engineering