In this study, the natural frequencies of beams
partially supported on elastic foundations are
investigated. In the analysis, Euler-Bernoulli beam theory and Winkler
foundation model are used. Adomian Decomposition
Method (ADM) is used for the free vibration analysis for the beams considered. Free vibration modes are determined
according to obtained results and first few modes are presented in tables and figures for beams with
different support conditions. In the
last chapter, proposed method and obtained
results are discussed.
Adomian Decomposition Method Euler-Bernoulli Beam Free Vibration Partial Elastic Foundation
Primary Language | English |
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Subjects | Engineering |
Journal Section | Articles |
Authors | |
Publication Date | November 30, 2019 |
Acceptance Date | August 28, 2019 |
Published in Issue | Year 2019 Volume: 2 Issue: 2 |