Damage localization in truss girders by an application of the discrete wavelet transform

• Autorzy: Knitter-Piątkowska Anna , Kawa Olga , Guminiak Michał Jan

Identyfikatory

DOI

10.24425/bpasts.2023.144581

• Języki publikacji: EN

Abstrakty

EN

The paper demonstrates the potential of wavelet transform in a discrete form for structural damage localization. The efficiency of the method is tested through a series of numerical examples, where the real flat truss girder is simulated by a parameterized finite element model. The welded joints are introduced into the girder and classic code loads are applied. The static vertical deflections and rotation angles of steel truss structure are taken into consideration, structural response signals are computed at discrete points uniformly distributed along the upper or lower chord. Signal decomposition is performed according to the Mallat pyramid algorithm. The performed analyses proved that the application of DWT to decompose structural response signals is very effective in determining the location of the defect. Evident disturbances of the transformed signals, including high peaks, are expected as an indicator of the defect existence in the structure. The authors succeeded for the first time in the detection of breaking the weld in the truss node as well as proved that the defect can be located in the diagonals.

Słowa kluczowe

EN

truss structures; damage localization; finite element method; discrete wavelet transform

PL

konstrukcja kratownicowa; lokalizacja uszkodzeń; metoda elementów skończonych; dyskretna transformata falkowa

• Wydawca: Polska Akademia Nauk, Wydział IV Nauk Technicznych
• Czasopismo: Bulletin of the Polish Academy of Sciences. Technical Sciences
• Rocznik: 2023
• Tom: Vol. 71, nr 1
• Strony: art. no. e144581
• Opis fizyczny: Bibliogr. 26 poz., rys., tab.

Twórcy

autor

Knitter-Piątkowska Anna

• Poznan University of Technology, Institute of Structural Analysis, Poland

• https://orcid.org/0000-0002-8082-6966

autor

Kawa Olga

• Poznan University of Technology, Institute of Structural Analysis, Poland

autor

Guminiak Michał Jan

• Poznan University of Technology, Institute of Structural Analysis, Poland

Bibliografia

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Uwagi

Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).