Elastically restrained Bernoulli-Euler beams applied to rotary machinery modelling

DOI10.1007/s10409-011-0401-8zbMath1344.74041OpenAlexW2053104949WikidataQ58844723 ScholiaQ58844723MaRDI QIDQ2430838

T. A. N. Silva, N. M. M. Maia

Publication date: 8 April 2011

Published in: Acta Mechanica Sinica (Search for Journal in Brave)

Full work available at URL: http://hdl.handle.net/10400.21/2150

zbMATH Keywords

elastic supportstorsional stiffness coefficientstransverse vibration of beams

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45)

Related Items (1)

A hybrid procedure to identify the optimal stiffness coefficients of elastically restrained beams

Cites Work

• Eigenfrequencies of generally restrained beams
• Euler-Bernoulli beams with multiple singularities in the flexural stiffness
• VIBRATION ANALYSIS OF A ROTATING TIMOSHENKO BEAM
• Apparently the first closed-from solution of inhomogeneous elastically restrained vibrating beams
• FREE VIBRATIONS OF UNIFORM TIMOSHENKO BEAMS WITH ATTACHMENTS
• Free vibrations of tapered beams with flexible ends
• On the dynamic behaviour of slender beams with elastic ends carrying a concentrated mass
• A GENERAL ALGORITHM FOR COMPUTING NATURAL FREQUENCIES OF ELASTIC STRUCTURES
• A new approach to the modeling of distributed structures for control

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