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Crack identification in elastically restrained vibrating rods
Institution:1. Department of Continuum Mechanics and Structural Analysis, University Carlos III of Madrid, Avda. de la Universidad 30, 28911, Leganés, Madrid, Spain;2. Polytechnic Department of Engineering and Architecture, University of Udine, via Cotonificio 114, 33100, Udine, Italy;3. Department of Mechanical Engineering, University Carlos III of Madrid, Avda. de la Universidad 30, 28911, Leganés, Madrid, Spain;1. University of Novi Sad, Faculty of Technical Sciences, Centre of Excellence for Vibro-Acoustic Systems and Signal Processing, 21000 Novi Sad, Serbia;2. University of Strathclyde, Department of Mechanical and Aerospace Engineering, Glasgow G1 1XJ, Scotland, UK;1. Università Politecnica delle Marche, Ancona, Italy;2. Escola Politécnica, University of São Paulo, São Paulo, Brazil;1. Department of Aerospace Engineering, University of Illinois, Urbana, IL, United States;2. Department of Electrical Engineering, University of Illinois, Urbana, IL, United States
Abstract:In this paper we consider the problem of identifying an open crack in a longitudinally vibrating rod with smooth variable profile by minimal eigenfrequency data. The crack is assumed to be open during vibration and it is modelled by an elastic spring acting along the rod axis. Most, if not all, the results available in the literature for this inverse problem refer to ideal end conditions, that is the rod is either under free or supported end conditions. As an example of almost optimal result, it is known that the knowledge of the fundamental (positive) natural frequency of the rod under free-free and cantilever end conditions allows for the unique determination of the crack, without any restriction on the damage severity. In this paper we show that the analysis of the analogous crack identification problem for rods under elastically restrained end conditions leads to different results and that, in general, the knowledge of the fundamental frequency belonging to two spectra associated to different end conditions is not sufficient for the uniqueness of the solution. The method we used to solve the inverse problem is of constructive type and it is based on general properties of the eigenfrequencies as functions of the position and severity of the crack. The identification procedure has been tested numerically on rods under various damage scenarios. Numerical results agree well with the theory, even in presence of noisy input data.
Keywords:Crack identification  Eigenfrequencies  Rods  Inverse problems
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