Fracture and Structural Integrity e-ISSN 1971-8993 Open access
SI: Showcasing Structural Integrity Research in India Vol. 13, No. 48 (2019)

Damage localization of closing cracks using a signal decomposition technique

Author and affiliation details
  • J. Prawin Corresponding author CSIR STRUCTURAL ENGINEERING RESEARCH CENTRE prawinpsg@gmail.com
  • Rama Mohan Rao A CSIR STRUCTURAL ENGINEERING RESEARCH CENTRE
DOI
10.3221/IGF-ESIS.48.49
Pages
513-522
Published

Abstract

Fatigue cracks are a common occurrence in engineering structures subjected to dynamic loading and need to identify at its earliest stage before it leads to catastrophic failure. The presence of fatigue-breathing crack or closing cracks is usually characterised by the presence of sub, super-harmonics, and inter-modulation in the response of the structure subjected to harmonic excitation. It should be mentioned here that the amplitude of nonlinear harmonics are of very less order in magnitude when compared to linear or excitation component. Further, these nonlinear components often get buried in noise as both are having matched (low) energy levels. The present work attempts to decompose the acceleration time history response using singular spectrum analysis and propose a strategy to extract the nonlinear components from the residual noisy time history component. A new damage index based on these extracted nonlinear features is also proposed for closing crack localization. The effectiveness of the proposed closing crack localization approach is illustrated using detailed numerical studies and validated with lab level experimentation on the simple beam-like structure. It can be concluded from the investigations that the proposed signal decomposition based damage localization technique can detect and locate more than one crack present in the structure.

Keywords

Article history

  1. ReceivedUntil the next stage: 98 days
  2. RevisedUntil the next stage: 1 day
  3. AcceptedUntil the next stage: 11 days
  4. Published

How to cite

APA

Prawin, J., & A, R. M. R. (2019). Damage localization of closing cracks using a signal decomposition technique. Fracture and Structural Integrity, 13(48), 513–522. https://doi.org/10.3221/IGF-ESIS.48.49

IEEE

J. Prawin and R. M. R. A, “Damage localization of closing cracks using a signal decomposition technique,” Fracture and Structural Integrity, vol. 13, no. 48, pp. 513–522, 2019, doi: 10.3221/IGF-ESIS.48.49.

MLA

Prawin, J., and Rama Mohan Rao A. “Damage localization of closing cracks using a signal decomposition technique.” Fracture and Structural Integrity, vol. 13, no. 48, 2019, pp. 513–522. https://doi.org/10.3221/IGF-ESIS.48.49.

Chicago

Prawin, J., and Rama Mohan Rao A. 2019. “Damage localization of closing cracks using a signal decomposition technique.” Fracture and Structural Integrity 13 (48): 513–522. https://doi.org/10.3221/IGF-ESIS.48.49.

Harvard

Prawin, J. and A, R.M.R. (2019) ‘Damage localization of closing cracks using a signal decomposition technique’, Fracture and Structural Integrity, 13(48), pp. 513–522. doi: 10.3221/IGF-ESIS.48.49.

Vancouver

Prawin J, A RMR. Damage localization of closing cracks using a signal decomposition technique. Fracture and Structural Integrity. 2019;13(48):513-522. doi:10.3221/IGF-ESIS.48.49

BibTeX

@article{prawin2019, author = {Prawin, J. and A, Rama Mohan Rao}, title = {Damage localization of closing cracks using a signal decomposition technique}, journal = {Fracture and Structural Integrity}, year = {2019}, volume = {13}, number = {48}, pages = {513--522}, doi = {10.3221/IGF-ESIS.48.49}, url = {https://doi.org/10.3221/IGF-ESIS.48.49}, issn = {1971-8993} }

RIS

TY - JOUR AU - Prawin, J. AU - A, Rama Mohan Rao TI - Damage localization of closing cracks using a signal decomposition technique JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2019 DA - 2019/03/05 VL - 13 IS - 48 SP - 513 EP - 522 DO - 10.3221/IGF-ESIS.48.49 UR - https://doi.org/10.3221/IGF-ESIS.48.49 SN - 1971-8993 ER -

Licence

Copyright © 2019 J. Prawin, Rama Mohan Rao A.

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.