The influence of a wieghardt type elastic foundation on the stability of some beams subjected to distributed tangential forces
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Mechanics of Materials,Acoustics and Ultrasonics,Condensed Matter Physics
Reference23 articles.
1. Stability of a beam on an elastic foundation subjected to a follower force;Smith;Journal of Applied Mechanics,1972
2. The influence of rotatory inertia, tip mass, and damping on the stability of a cantilever beam on an elastic foundation;Anderson;Journal of Sound and Vibration,1975
3. Stability of columns on elastic foundations subjected to conservative and non-conservative forces;Sundararajan;Journal of Sound and Vibration,1974
4. Die Lehre von der Elastizität und Festigkeit;Winkler,1867
5. Elastic and viscoelastic foundation models;Kerr;Journal of Applied Mechanics,1964
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1. Elasticity problems of beams on reaction-driven nonlocal foundation;Archive of Applied Mechanics;2022-05-19
2. Stability analysis of partially loaded Leipholz column carrying a lumped mass and resting on elastic foundation;Journal of Sound and Vibration;2013-02
3. Free vibrations of Timoshenko beam-columns on Pasternak foundations;Journal of Vibration and Control;2012-02-03
4. Influence of a Wieghardt foundation on the dynamic stability of a fluid conveying pipe;Archive of Applied Mechanics;2009-06-30
5. Buckling of a column on a Wieghardt foundation;ZAMM;2006-08-01
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