Moderately large forced oblique vibrations of elastic- viscoplastic deteriorating slightly curved beams

DOI10.1007/s004190050125zbMath0898.73036OpenAlexW2019391567MaRDI QIDQ1365753

Christoph Adam, Franz Ziegler

Publication date: 9 September 1997

Published in: Archive of Applied Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s004190050125

zbMATH Keywords

Green's functionsgeometric nonlinearityductile damageflexural vibrationstime-stepping procedureDuhamel's integralrate-dependent plasticity\(I\)-beammultiple field analysissinuoidal load

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Small-strain, rate-dependent theories of plasticity (including theories of viscoplasticity) (74C10) Vibrations in dynamical problems in solid mechanics (74H45)

Related Items (3)

A general method for analyzing moderately large deflections of a non-uniform beam: an infinite Bernoulli-Euler-von Kármán beam on a nonlinear elastic foundation ⋮ Dynamic inelastic structural analysis by the BEM: a review ⋮ Nonlinear vibration of a slightly curved beam with quasi-zero-stiffness isolators

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