Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Non-uniform Euler-Bernoulli beams’ natural frequencies
This paper has studied the problem of natural frequencies for Euler-Bernoulli beams having non-uniform cross-section. The numerically-obtained solutions were compared to asymptotic solutions obtained by the Wentzel-Kramers-Brillouin (WKB) method. It was established that WKB formula precision was higher than 3% for high frequencies (≥ 4 mode).
Non-uniform Euler-Bernoulli beams’ natural frequencies
This paper has studied the problem of natural frequencies for Euler-Bernoulli beams having non-uniform cross-section. The numerically-obtained solutions were compared to asymptotic solutions obtained by the Wentzel-Kramers-Brillouin (WKB) method. It was established that WKB formula precision was higher than 3% for high frequencies (≥ 4 mode).
Non-uniform Euler-Bernoulli beams’ natural frequencies
Hugo Aya (Autor:in) / Ricardo Cano (Autor:in) / Petr Zhevandrov (Autor:in)
2011
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Metadata by DOAJ is licensed under CC BY-SA 1.0
Closed-form solution for non-uniform Euler–Bernoulli beams and frames
Elsevier | 2023
|Closed-form solution for non-uniform Euler–Bernoulli beams and frames
Elsevier | 2023
|Natural Frequencies of Euler-Bernoulli Beam with Open Cracks on Elastic Foundations
British Library Online Contents | 2006
|Dynamic characteristics of damped viscoelastic nonlocal Euler–Bernoulli beams
Tema Archiv | 2013
|