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Asymptotic analysis on weakly forced vibration of axially moving viscoelastic beam constituted by standard linear solid model
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作者 王波 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2012年第6期817-828,共12页
The weakly forced vibration of an axially moving viscoelastic beam is inves- tigated. The viscoelastic material of the beam is constituted by the standard linear solid model with the material time derivative involved.... The weakly forced vibration of an axially moving viscoelastic beam is inves- tigated. The viscoelastic material of the beam is constituted by the standard linear solid model with the material time derivative involved. The nonlinear equations governing the transverse vibration are derived from the dynamical, constitutive, and geometrical relations. The method of multiple scales is used to determine the steady-state response. The modulation equation is derived from the solvability condition of eliminating secular terms. Closed-form expressions of the amplitude and existence condition of nontrivial steady-state response are derived from the modulation equation. The stability of non- trivial steady-state response is examined via the Routh-Hurwitz criterion. 展开更多
关键词 axially moving beam weakly forced vibration standard linear solid model method of multiple scales steady-state response
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