Damage Identification of Functionally Graded Beams using Modal Flexibility Sensitivity-based Damage Index

Authors

  • Du Dinh-Cong
    Affiliation
    Division of Construction Computation, Institute for Computational Science, Ton Duc Thang University, 19 Nguyen Huu Tho street, Tan Phong ward, Dist. 7, Ho Chi Minh City, Vietnam
    Faculty of Civil Engineering, Ton Duc Thang University, 19 Nguyen Huu Tho street, Tan Phong ward, Dist. 7, Ho Chi Minh City, Vietnam
  • Phat Nguyen-Huynh
    Affiliation
    Division of Construction Computation, Institute for Computational Science, Ton Duc Thang University, 19 Nguyen Huu Tho street, Tan Phong ward, Dist. 7, Ho Chi Minh City, Vietnam
  • Sy-Ngoc Nguyen
    Affiliation

    Department of Mathematics, University of Manchester, Oxford Road, Manchester, M13 9PL, UK

  • Trung Nguyen-Thoi
    Affiliation
    Laboratory for Applied and Industrial Mathematics, Institute for Computational Science and Artificial Intelligence, Van Lang University, 69/68 Dang Thuy Tram Street, Ward 13, Binh Thanh Dist., Ho Chi Minh City, Vietnam
    Faculty of Mechanical – Electrical and Computer Engineering, Van Lang University, 69/68 Dang Thuy Tram Street, Ward 13, Binh Thanh District, Ho Chi Minh City, Vietnam
https://doi.org/10.3311/PPci.21148

Abstract

Over the past decades, numerous damage diagnosis techniques based on modal flexibility have been studied and developed for various types of structures, but rarely for structures made of functionally graded (FG) materials. This paper aims to present the extensive applicability of a modal flexibility sensitivity-based damage index termed as MFBDI for damage identification of FG beams. The formulation of this damage index is based on the closed-form of modal flexibility sensitivity derived from the direct algebraic method. The applicability of the offered damage identification method is numerically demonstrated on a clamped-clamped FG beam and a two-span FG beam under (i) single and multiple damage cases, (ii) noise-polluted measurement data, and (iii) only the information of the first few incomplete modes. The identification results indicate that when the noise level added to the mode shape data is below 10%, the offered method can correctly localize the locations of damaged elements and approximately quantify their damage magnitudes in the FG beams. In addition, the influences of the number of used modes, damage magnitudes, and gradient index values are also investigated in the numerical simulations.

Keywords:

modal flexibility, damage index, damage identification, analysis sensitivity, functionally graded beams

Citation data from Crossref and Scopus

Published Online

2023-01-11

How to Cite

Dinh-Cong, D., Nguyen-Huynh, P., Nguyen, S.-N., Nguyen-Thoi, T. “Damage Identification of Functionally Graded Beams using Modal Flexibility Sensitivity-based Damage Index”, Periodica Polytechnica Civil Engineering, 67(1), pp. 272–281, 2023. https://doi.org/10.3311/PPci.21148

Issue

Section

Research Article