A p‐version, first order shear deformation, finite element for geometrically non‐linear vibration of curved beams

DOI10.1002/nme.1180zbMath1077.74050OpenAlexW1982859653WikidataQ56944360 ScholiaQ56944360MaRDI QIDQ5711773

Pedro Ribeiro

Publication date: 8 December 2005

Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nme.1180

zbMATH Keywords

convergencenatural frequenciesNewmark's method

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Finite element methods applied to problems in solid mechanics (74S05)

Related Items (5)

Buckling analysis of geometrically nonlinear curved beams ⋮ Free in-plane vibration of curved beam structures: A tutorial and the state of the art ⋮ A semi‐local spectral/hp element solver for linear elasticity problems ⋮ Geometrically nonlinear vibrations of beams supported by a nonlinear elastic foundation with variable discontinuity ⋮ A 2D Hopfield neural network approach to mechanical beam damage detection

Cites Work

• Consistent matrix formulations for structural analysis using finite-element techniques.
• Vibration of curved plates
• Introduction to Finite Element Vibration Analysis

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