The regions of flutter and divergence instability of a column subjected to Beck's generalized load, taking into account the torsional flexibility of the loaded end of the column

Author:

Tomski L.,Uzny S.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Civil and Structural Engineering

Reference30 articles.

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2. Static stability of beam-columns under combined conservative and nonconservative end forces: effects of semirigid connections;Aristizabal-Ochoa;J. Eng. Mech.-ASCE,2005

3. Die Knicklast des einseitig eingespannten, tangential gedrückten Stabes;Beck;ZAMM,1952

4. Modal analysis in application to design of inelastic structures subjected to circulatory loading;Bogacz,1983

5. Multi-modal analysis of critical forces on tangentially loaded structures;Bogacz;ZAMM,1984

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1. Influence of material distribution and damping on the dynamic stability of Bernoulli-Euler beams;Bulletin of the Polish Academy of Sciences Technical Sciences;2023-04-01

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3. Divergence and flutter instability of bending–torsional columns under different boundary conditions;Journal of the Brazilian Society of Mechanical Sciences and Engineering;2021-10-29

4. Revisited the Critical Load Assessment of Huang et al. on Willems Tested Beck Column;Pertanika Journal of Science and Technology;2021

5. Flutter and vibration of elastically restrained nanowires under a nonconservative force;ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik;2018-11-23

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