Dynamic Behavior of Cracked Timoshenko Beams Subjected to Sub-tangential Follower Force
In this paper, the purpose is to investigate the stability and variation of the natural frequency of a cracked Timoshenko cantilever beam subjected to sub-tangential follower force and a tip mass. In addition, an analysis of the flutter instability of a cantilever beam according to the change of sle...
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Published in | Journal of Power System Engineering Vol. 24; no. 4; pp. 60 - 67 |
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Main Author | |
Format | Journal Article |
Language | English |
Published |
한국동력기계공학회
31.08.2020
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Subjects | |
Online Access | Get full text |
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Summary: | In this paper, the purpose is to investigate the stability and variation of the natural frequency of a cracked Timoshenko cantilever beam subjected to sub-tangential follower force and a tip mass. In addition, an analysis of the flutter instability of a cantilever beam according to the change of slenderness ratio is studied. The governing differential equations of a Timoshenko beam, subjected to an end tangential follower force, are derived via Hamilton’s principle. The two coupled governing differential equations are reduced to one-fourth order ordinary differential equation in terms of the flexural displacement. Finally, the influence of the slenderness ratio, a tip mass on the critical follower force, and the natural frequency of a Timoshenko beam are investigated. It is found that a difference of only 29% between the first natural frequency of the Euler beam model and that of the Timoshenko beam exists in the special case. By using the results of this paper, a judgment base is obtained as regards the choice of cracked beam models for the effect of the slenderness ratio and sub-tangential follower force. Furthermore, the effect of crack on the dynamic behavior of beams with a tip mass is investigated. KCI Citation Count: 0 |
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ISSN: | 2713-8429 1226-7813 2713-8437 2384-1354 |
DOI: | 10.9726/kspse.2020.24.4.060 |