Detection of Fatigue Damage in a Steel Member

A. Rytter, Rune Brincker, Lars Pilegaard Hansen

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    Abstract

    In this paper the posibilities of detection of crack extension in a steel beam by observation of changes in the dynamical response are investigated. System changes are observed by frequency domain and time domain techniques. The position and the size of the crack by finite element calculations. The estimated values are compared to the real values observed in the experiment.
    Original languageEnglish
    Place of PublicationAalborg
    PublisherDept. of Building Technology and Structural Engineering, Aalborg University
    Number of pages12
    Publication statusPublished - 1991
    SeriesFracture and Dynamics
    Number33
    VolumeR9138
    ISSN0902-7513

    Bibliographical note

    Proceedings of the Florence Modal Analysis Conference, September 10-12, 1991, Florence, Italy, pp. 373-379

    PDF for print: 12 pp.

    Keywords

    • Dynamical Response
    • Crack Extensions

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