Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 8, No. 29 (2014)

Elastic wave propagation and stop-band generation in strongly damaged solids

Author and affiliation details
  • G. Carta Corresponding author Department of Mechanical, Chemical and Materials Engineering, University of Cagliari, Italy giorgio_carta@unica.it
  • M. Brun Department of Mechanical, Chemical and Materials Engineering, University of Cagliari, Italy
  • A.B. Movchan Department of Mathematical Sciences, University of Liverpool, UK
DOI
10.3221/IGF-ESIS.29.04
Pages
pages 28-36
Published

Abstract

In this work, we study the propagation of elastic waves in elongated solids with an array of equallyspaced deep transverse cracks, focusing in particular on the determination of stop-bands. We consider solids with different types of boundary conditions and different lengths, and we show that the eigenfrequencies associated with non-localized modes lie within the pass-bands of the corresponding infinite periodic system, provided that the solids are long enough. In the stop-bands, instead, eigenfrequencies relative to localized modes may be found. Furthermore, we use an asymptotic reduced model, whereby the cracked solid is approximated by a beam with elastic connections. This model allows to derive the dynamic properties of damaged solids through analytical methods. By comparing the theoretical dispersion curves yielded by the asymptotic reduced model with the numerical outcomes obtained from finite element computations, we observe that the asymptotic reduced model provides a better fit to the numerical data as the slenderness ratio increases. Finally, we illustrate how the limits of the stop-bands vary with the depth of the cracks.

Keywords

Article history

  1. ReceivedUntil the next stage: 0 days
  2. AcceptedUntil the next stage: 0 days
  3. Published

How to cite

APA

Carta, G., Brun, M., & Movchan, A. (2014). Elastic wave propagation and stop-band generation in strongly damaged solids. Fracture and Structural Integrity, 8(29), pages 28–36. https://doi.org/10.3221/IGF-ESIS.29.04

IEEE

G. Carta, M. Brun, and A. Movchan, “Elastic wave propagation and stop-band generation in strongly damaged solids,” Fracture and Structural Integrity, vol. 8, no. 29, pp. pages 28–36, 2014, doi: 10.3221/IGF-ESIS.29.04.

MLA

Carta, G., et al. “Elastic wave propagation and stop-band generation in strongly damaged solids.” Fracture and Structural Integrity, vol. 8, no. 29, 2014, pp. pages 28–36. https://doi.org/10.3221/IGF-ESIS.29.04.

Chicago

Carta, G., M. Brun, and A.B. Movchan. 2014. “Elastic wave propagation and stop-band generation in strongly damaged solids.” Fracture and Structural Integrity 8 (29): pages 28–36. https://doi.org/10.3221/IGF-ESIS.29.04.

Harvard

Carta, G., Brun, M. and Movchan, A. (2014) ‘Elastic wave propagation and stop-band generation in strongly damaged solids’, Fracture and Structural Integrity, 8(29), pp. pages 28–36. doi: 10.3221/IGF-ESIS.29.04.

Vancouver

Carta G, Brun M, Movchan A. Elastic wave propagation and stop-band generation in strongly damaged solids. Fracture and Structural Integrity. 2014;8(29):pages 28-36. doi:10.3221/IGF-ESIS.29.04

BibTeX

@article{carta2014, author = {Carta, G. and Brun, M. and Movchan, A.B.}, title = {Elastic wave propagation and stop-band generation in strongly damaged solids}, journal = {Fracture and Structural Integrity}, year = {2014}, volume = {8}, number = {29}, pages = {pages 28--36}, doi = {10.3221/IGF-ESIS.29.04}, url = {https://doi.org/10.3221/IGF-ESIS.29.04}, issn = {1971-8993} }

RIS

TY - JOUR AU - Carta, G. AU - Brun, M. AU - Movchan, A.B. TI - Elastic wave propagation and stop-band generation in strongly damaged solids JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2014 DA - 2014/07/09 VL - 8 IS - 29 SP - pages 28 EP - 36 DO - 10.3221/IGF-ESIS.29.04 UR - https://doi.org/10.3221/IGF-ESIS.29.04 SN - 1971-8993 ER -

Licence

Copyright © 2014 Fracture and Structural Integrity.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

Open Access Statement

Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.

F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.

Similar articles