Free vibration analysis of Euler-Bernoulli beam with double cracks
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://link.springer.com/content/pdf/10.1007/BF02916309.pdf
Reference20 articles.
1. Bamnios, Y., Douka, E., Trochidis, A., 2002, “Crack Identification in Beam Structures using Mechanical Impedance,”Journal of Sound and Vibration, Vol. 256, No. 2, pp. 287–297.
2. Chondros, T. G., Dimarogonas, A. D., 1989, “Dynamic Sensitivity of Structures to Cracks,”Journal of Vibration and Acoustics, Stress and Reliability in Design, Vol. 111, pp. 251–256.
3. Chondros, T. G., Dimarogonas, A. D., 1998 “Vibration of a Cracked Cantilever Beam,”Journal of Vibration and Acoustics, Vol. 120, pp. 742–746.
4. Christides, S., Barr, A.D.S., 1984, “One-dimensional Theory of Cracked Bernoulli-Euler Beams,”International Journal of Mechanical Sciences, Vol. 26, pp. 639–648.
5. Dado, M. H. F., Abuzeid, O., 2003, “Coupled Transverse and Axial Vibratory Behaviour of Cracked Beam with End Mass and Rotary Inertia,”Journal of Sound and Vibration, Vol. 261, pp. 675–696.
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