Non-linear interactions in imperfect beams at veering

被引:94
作者
Lacarbonara, W
Arafat, HN
Nayfeh, AH
机构
[1] Univ Roma La Sapienza, Dipartimento Ingn Strutturale & Geotecn, I-00184 Rome, Italy
[2] Virginia Polytech Inst & State Univ, Dept Engn Sci & Mech, Blacksburg, VA 24060 USA
关键词
imperfect beam; shallow arch; veering; one-to-one internal resonance; mode localization;
D O I
10.1016/j.ijnonlinmec.2004.10.006
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Non-linear interactions in a hinged-hinged uniform moderately curved beam with a torsional spring at one end are investigated. The two-mode interaction is a one-to-one autoparametric resonance activated in the vicinity of veering of the frequencies of the lowest two modes and results from the non-linear stretching of the beam centerline. The excitation is a base acceleration that is involved in a primary resonance with either the first mode only or with both modes. The ensuing nonlinear responses and their stability are studied by computing force- and frequency-response curves via bifurcation analysis tools. Both the sensitivity of the internal resonance detuning-the gap between the veering frequencies-and the linear modal structure are investigated by varying the rise of the beam half-sinusoidal rest configuration and the torsional spring constant. The internal and external resonance detunings are varied accordingly to construct the non-linear system response curves. The beam mixed-mode response is shown to undergo several bifurcations, including Hopf and homoclinic bifurcations, along with the phenomenon of frequency island generation and mode localization. (c) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码:987 / 1003
页数:17
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