A nonlinear study on structural damping of SMA hybrid composite beam. (January 2019)
- Record Type:
- Journal Article
- Title:
- A nonlinear study on structural damping of SMA hybrid composite beam. (January 2019)
- Main Title:
- A nonlinear study on structural damping of SMA hybrid composite beam
- Authors:
- Bayat, Yahya
EkhteraeiToussi, Hamid - Abstract:
- Abstract: A more realistic analysis of forced and transient vibrations for a composite beam with SMA wires is provided by considering the following details: Low and high temperature vibrations are simulated by using the Panico–Brinson model which replicates the pseudo-elastic (PE) and ferro-elastic (FE) hysteresis types of martensite transformations. Besides first-order shear deformation beam theory (FOBT) and large deflection von Karman strain–displacement correlations are used to obtain more accurate estimations of stress field which consequently can result in better estimations of SMA wires hysteresis loops and their decaying characteristics. The governing equations of forced vibration in a beam under transient dynamical loading is developed and discretized by using the multiple method of differential-integral quadrature (DQ-IQ). Incremental time-domain solution of the problem is obtained by Newmark time marching technique. Nonlinear space-domain governing equations are solved by Newton-Raphson method. The results are assessed by comparing with available literature. Considering different types of boundary conditions, the influence of SMA layer position, the hysteresis behavior of pseudo-elastic and ferro-cycles, the pre-straining of SMA wires, the geometrical nonlinearities and the amplitudes of the impulsive loads are studied in detail. Highlights: FE and PE damping capacities of composite beams embedded with SMA-wire are investigated. Both geometrical and materialAbstract: A more realistic analysis of forced and transient vibrations for a composite beam with SMA wires is provided by considering the following details: Low and high temperature vibrations are simulated by using the Panico–Brinson model which replicates the pseudo-elastic (PE) and ferro-elastic (FE) hysteresis types of martensite transformations. Besides first-order shear deformation beam theory (FOBT) and large deflection von Karman strain–displacement correlations are used to obtain more accurate estimations of stress field which consequently can result in better estimations of SMA wires hysteresis loops and their decaying characteristics. The governing equations of forced vibration in a beam under transient dynamical loading is developed and discretized by using the multiple method of differential-integral quadrature (DQ-IQ). Incremental time-domain solution of the problem is obtained by Newmark time marching technique. Nonlinear space-domain governing equations are solved by Newton-Raphson method. The results are assessed by comparing with available literature. Considering different types of boundary conditions, the influence of SMA layer position, the hysteresis behavior of pseudo-elastic and ferro-cycles, the pre-straining of SMA wires, the geometrical nonlinearities and the amplitudes of the impulsive loads are studied in detail. Highlights: FE and PE damping capacities of composite beams embedded with SMA-wire are investigated. Both geometrical and material nonlinearities are employed in FOBT model to obtain more reliable stress fields in SMA wires. Damping capability of vibrating hybrid beams with different boundary conditions are assessed. The effects of temperature, SMA wires pre-straining and geometrical nonlinearities upon the damping capacities are studied. … (more)
- Is Part Of:
- Thin-walled structures. Volume 134(2019)
- Journal:
- Thin-walled structures
- Issue:
- Volume 134(2019)
- Issue Display:
- Volume 134, Issue 2019 (2019)
- Year:
- 2019
- Volume:
- 134
- Issue:
- 2019
- Issue Sort Value:
- 2019-0134-2019-0000
- Page Start:
- 18
- Page End:
- 28
- Publication Date:
- 2019-01
- Subjects:
- SMA reinforced composite beam -- Ferro-elastic and pseudo-elastic behaviors -- FOBT -- Damping capacity -- Differential quadrature-integral quadrature method
Thin-walled structures -- Periodicals
690.1 - Journal URLs:
- http://www.sciencedirect.com/science/journal/02638231 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.tws.2018.09.041 ↗
- Languages:
- English
- ISSNs:
- 0263-8231
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 8820.121000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 8766.xml