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Modal analysis of vibrating structures impregnated with crack

Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
In the current investigation a dynamic analysis of the cracked cantilever beam is carried out. Local flexibility is being introduced due to the presence of a crack in the structural member that affects its dynamic response. For finding out the deviation in mode shapes and natural frequencies of the cracked cantilever beam the local stiffness matrices are taken into account. Theoretical expressions have been developed to calculate the natural frequencies and mode shapes of the cracked cantilever beam using local stiffness matrices. The strain energy release rate has been used for calculating the local stiffnesses of the beam. Suitable boundary conditions are taken into account at the crack location. Comparisons made between the numerical results and the corresponding experimental results show very good agreement and authenticate the theory developed.
Rocznik
Strony
639--652
Opis fizyczny
Bibliogr. 15 poz., rys., wykr.
Twórcy
autor
autor
Bibliografia
  • Adams R.D., Cawley P., Pye C.J. and Stone B.J. (1978): A vibration technique for non-destructively assessing the integrity of structures. - Journal of Mechanical Engineering Science, vol.20, pp.93-100.
  • Akgun M., Ju F.D. and Pacz T.L. (1983): Fracture diagnosis in beam frame structures using circuit analogy. - Rec. Adr. Engineering Mechanical and Impact in Ce Practice, vol.2, pp.767-769.
  • Behzad M., Meghdari A. and Ebrahimi A. (2005): A new approach for vibration analysis of a cracked beam. - International Journal of Engineering, Transactions B: Applications, vol.18, No.4, pp.319-330.
  • Chen J. and Xiong F. (2007): Curvature mode shapes-based damage identification method. - Journal of Wuhan University of Technology, vol.29, No.3, pp.99-102.
  • Chondros T.G. (1998): The continuous crack flexibility model for crack identification. - The Shock and Vibration Digest, vol.30, No.2, pp.91-105.
  • Chondros T.G. and Dimarogonas A.D. (1998): A continuous cracked beam vibration theory. - Journal of Sound and Vibration, vol.215, No.1, pp.17-34.
  • Higashi A. and Mizuguchi F. (2004): A study on identification of crack by using natural frequency. - Transactions of the Japan Society of Mechanical Engineers, Part C, vol.70, No.7, pp.1959-1964.
  • Karthikeyan M.A., Tiwari R.A. and Talukdar S.B. (2007): Crack localization and sizing in a beam based on the free and forced response measurements. - Mechanical Systems and Signal Processing, vol.21, No.3, pp.1362-1385.
  • Loya J.A., Rubio L. and Fernández-Sáez J. (2006): Natural frequencies for bending vibrations of Timoshenko cracked beams. - Journal of Sound and Vibration, vol.290, No.3-5, pp.640-653.
  • Ostachowicz W.M. and Krawczuk M. (1990): Vibration analysis of a cracked beam. - Computers and Structures, vol.36, No.2, pp.245-250.
  • Ouis D. (2004): Assessment of severity and localisation of a transversal crack in a wood beam through a study of its natural modes of vibration. - Holz als Roh - und Werkstoff, vol.62, No.1, pp.17-22.
  • Papadopoulos C.A. (2004): Some comments on the calculation of the local flexibility of cracked shafts. - Journal of Sound and Vibration, vol.278, No.4-5, pp.1205-1211.
  • Papadopoulos C.A. and Dimarogonas A.D. (1988): Coupled longitudinal and bending vibration of a cracked shaft. - A.S.M.E., J of Vibration, Acoustics, Stress and Reliability in Design, vol.110, pp.1-8.
  • Tada H., Paris P.C. and Irwin G.R. (1973): The stress analysis of cracks hand book. - Del Research Corp. Hellertown, Pennsylvanian.
  • Wang Z.H., Zhao Y.G. and Ma H.W. (2006): Investigation on crack identification in the beam type structures. - Chinese Journal of Computational Mechanics, vol.23, No.3, pp.307-312.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPZ2-0037-0024
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