Abstract
In this chapter, complex vibrations of a flexible Euler-Bernoulli type beam driven by dynamical load and with various type of inputs on its edge are studied. The governing equations include damping terms with damping coefficients ε1, ε2 associated with deflection w and displacement u, respectively. Damping coefficients ε1, ε2 and the transversal load coefficients (q 0,É p) serve as control parameters.
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© 2008 Springer-Verlag Berlin Heidelberg
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Awrejcewicz, J., Krysko, V.A. (2008). Nonlinear Vibrations of the Euler-Bernoulli Beam Subjected to Transversal Load and Impact Actions. In: Chaos in Structural Mechanics. Understanding Complex Systems. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-540-77676-5_16
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DOI: https://doi.org/10.1007/978-3-540-77676-5_16
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Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-540-77675-8
Online ISBN: 978-3-540-77676-5
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