Abstract
In Chap. 9, modeling and formulation of the governing dynamic equations for cracked Euler-Bernoulli beams in flexural vibration are studied. The results of three independent evaluations of the lowest natural frequency of lateral vibrations of beams with single-edge cracks and various end conditions are investigated: continuous cracked beam vibration theory, lumped crack flexibility model vibration analysis, a finite element method, and experimental results. For the case of torsional vibration of a shaft with a peripheral crack, the Hu-Washizu-Barr variational formulation is adopted for obtaining the differential equation of motion, with plausible assumptions about displacements, momentum, strain and stress fields, along with the associated boundary conditions. For the experimental procedure crack propagation and formation of stationary cracks is achieved by a vibration technique. Continuous cracked beam theory agrees better with experimental results than lumped crack theory.
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Dimarogonas, A.D., Paipetis, S.A., Chondros, T.G. (2013). Variational Formulation of Consistent: Continuous Cracked Structural Members. In: Analytical Methods in Rotor Dynamics. Mechanisms and Machine Science, vol 9. Springer, Dordrecht. https://doi.org/10.1007/978-94-007-5905-3_9
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