Dynamics of a compressed Euler-Bernoulli beam on an elastic foundation with a partly prescribed discrete spectrum

被引:0
作者
Abramian, Andrei K. [1 ]
Vakulenko, Sergei A. [1 ]
van Horssen, Wim T. [2 ]
机构
[1] Inst Problems Mech Engn, Lab Math Modelling Wave Phenomena, VO Bolshoy pr 61, St Petersburg 199178, Russia
[2] Delft Univ Technol, Delft Inst Appl Math, Fac EEMCS, Mekelweg 4, NL-2628 C Delft, Netherlands
关键词
ASYMPTOTIC THEORY; FREQUENCY; DAMAGE; OSCILLATIONS; VIBRATIONS; EQUATIONS; RIGIDITY; MODELS; MASS;
D O I
10.1007/s00707-024-04078-8
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In this paper, the dynamics of a compressed Euler-Bernoulli beam on a Winkler elastic foundation under the action of an external nonlinear force, which models a wind force, is studied. The beam is assumed to be long, and the lower part of its spectrum is prescribed. An asymptotic method is proposed to find the parameters of the beam, in order to have this prescribed lower part of the spectrum. All these parameters are necessary to guarantee the stability of the beam and to avoid resonances between the low frequency modes. These modes have special spatial supports that exclude a direct interaction between them. It is shown that the Galerkin system describing the time evolution can be decomposed into a system of almost independent equations which describes n independent nonlinear oscillators. Each oscillator has its own phase and frequency. It is shown that interaction between oscillators can exist only through high frequency modes.
引用
收藏
页码:6679 / 6701
页数:23
相关论文
共 27 条
  • [1] On oscillations of a beam with a small rigidity and a time-varying mass
    Abramian, A. K.
    van Horssen, W. T.
    Vakulenko, S. A.
    [J]. NONLINEAR DYNAMICS, 2014, 78 (01) : 449 - 459
  • [2] Nonlinear vibrations of a beam with time-varying rigidity and mass
    Abramian, A. K.
    van Horssen, W. T.
    Vakulenko, S. A.
    [J]. NONLINEAR DYNAMICS, 2013, 71 (1-2) : 291 - 312
  • [3] Abramian AK., 2023, PROGR CONTINUUM MECH
  • [4] On boundary damping to reduce the rain-wind oscillations of an inclined cable with small bending stiffness
    Akkaya, Tugce
    van Horssen, Wim T.
    [J]. NONLINEAR DYNAMICS, 2019, 95 (01) : 783 - 808
  • [5] [Anonymous], 1972, Funct. Anal. Its Appl., DOI 10.1007/BF01077511
  • [6] INVERSE PROBLEM FOR THE VIBRATING BEAM IN THE FREE-CLAMPED CONFIGURATION
    BARCILON, V
    [J]. PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1982, 304 (1483): : 211 - 251
  • [7] An asymptotic theory for a weakly nonlinear beam equation with a quadratic perturbation
    Boertjens, GJ
    van Horssen, WT
    [J]. SIAM JOURNAL ON APPLIED MATHEMATICS, 2000, 60 (02) : 602 - 632
  • [8] Capecchi D, 1999, EARTHQUAKE ENG STRUC, V28, P447, DOI 10.1002/(SICI)1096-9845(199905)28:5<447::AID-EQE812>3.3.CO
  • [9] 2-U
  • [10] IDENTIFICATION OF FINITE-ELEMENT MODELS IN STRUCTURAL DYNAMICS
    CAPECCHI, D
    VESTRONI, F
    [J]. ENGINEERING STRUCTURES, 1993, 15 (01) : 21 - 30