Abstract
Chapter 7 presents geometrically nonlinear forced vibrations of damaged Timoshenko beams. In the study it is developed new p-version of finite element method for damaged beams. The advantage of the new method is compared with the traditional p-version of finite element method and provides better approximations of solutions with a small number of degrees of freedom used in numerical analysis.
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© 2015 Springer International Publishing Switzerland
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Stojanović, V., Kozić, P. (2015). Geometrically Non-linear Vibrations of Timoshenko Damaged Beams Using the New p-Version of Finite Element Method. In: Vibrations and Stability of Complex Beam Systems. Springer Tracts in Mechanical Engineering. Springer, Cham. https://doi.org/10.1007/978-3-319-13767-4_7
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DOI: https://doi.org/10.1007/978-3-319-13767-4_7
Publisher Name: Springer, Cham
Print ISBN: 978-3-319-13766-7
Online ISBN: 978-3-319-13767-4
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