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Stability of a pretwisted tapered cantilever beam subjected to dissipative and follower forces - MaRDI portal

Stability of a pretwisted tapered cantilever beam subjected to dissipative and follower forces

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Publication:4745365

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DOI10.1016/0022-460X(82)90297-8zbMath0507.73038MaRDI QIDQ4745365

R. C. Kar, Werner Hauger

Publication date: 1982

Published in: Journal of Sound and Vibration (Search for Journal in Brave)

zbMATH Keywords

rectangular cross-section critical load follower force Euler-Bernoulli theory free end approximate values adjoint boundary value problem effects of internal and external damping non-self- adjoint boundary value problem pretwisted tapered cantilever beam

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Stability of dynamical problems in solid mechanics (74H55) Variational principles of physics (49S05)

Related Items (2)

Nonlinear vibration, stability, and bifurcation analysis of unbalanced spinning pre-twisted beam ⋮ Stability of pre-twisted Leipholz' column

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