Nonlinear Vibrations of the Euler-Bernoulli Beam Subjected to Transversal Load and Impact Actions View Full Text


Ontology type: schema:Chapter     


Chapter Info

DATE

2008-04-15

AUTHORS

Jan Awrejcewicz , Vadim Anatolevich Krysko

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 (q0,Ép) serve as control parameters. More... »

PAGES

357-373

Identifiers

URI

http://scigraph.springernature.com/pub.10.1007/978-3-540-77676-5_16

DOI

http://dx.doi.org/10.1007/978-3-540-77676-5_16

DIMENSIONS

https://app.dimensions.ai/details/publication/pub.1011084263


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