Nonlinear normal modes of a shallow arch with elastic constraints for two-to-one internal resonances

被引:34
作者
Yi, Zhuangpeng [1 ]
Stanciulescu, Ilinca [2 ]
机构
[1] Changsha Univ Sci & Technol, Sch Civil Engn & Architecture, Changsha 410114, Hunan, Peoples R China
[2] Rice Univ, Dept Civil & Environm Engn, Houston, TX 77005 USA
基金
中国国家自然科学基金;
关键词
Nonlinear normal modes; Shallow arches; Elastic constraints; 2:1 internal resonance; Multiple scales method; HORIZONTAL SPRING SUPPORTS; REDUCED-ORDER MODELS; INPLANE STABILITY; MODAL INTERACTION; DYNAMIC-RESPONSE; PERIODIC EXCITATION; FORCED VIBRATIONS; PARABOLIC ARCHES; PART II; BEAM;
D O I
10.1007/s11071-015-2432-3
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The nonlinear normal modes (NNMs) of an elastically constrained (EC) shallow arch in the case of two-to-one internal resonance are constructed, and the effects of the vertical and rotational elastic boundary constraints are studied. The multiple scales method is directly applied to obtain the second-order uniform-expansion solution and the modulation equations from the dimensionless integral-partial-differential equation of motion. The elastic constraints have a corresponding relationship with the coefficients of modulation equations and influence the natural frequencies and modes, as demonstrated by solving the algebraic eigenvalue equation. The stability of the uncoupled single-mode and coupled-mode motions for the nonlinear system is investigated. Then the shape functions, activation conditions and space-time evolutions accounting for the two-to-one internally resonant NNMs for vertical and rotational elastic constraints are examined. The results show that the vertical and rotational elastic constraints play a fundamental role in the nonlinear dynamic phenomena of the EC shallow arch.
引用
收藏
页码:1577 / 1600
页数:24
相关论文
共 56 条
[21]  
LEE C, 1995, NONLINEAR DYNAM, V8, P45
[22]   In-plane vibrational analysis of rotating curved beam with elastically restrained root [J].
Lee, Sen-Yung ;
Sheu, Jer-Jia ;
Lin, Shueei-Muh .
JOURNAL OF SOUND AND VIBRATION, 2008, 315 (4-5) :1086-1102
[23]   Global dynamic stability of a shallow arch by Poincare-like simple cell mapping [J].
Levitas, J ;
Singer, J ;
Weller, T .
INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 1997, 32 (02) :411-424
[24]  
Li XY, 2004, INT J NONLINEAR MECH, V39, P189, DOI 10.1016/S0020-7462(02)00124-5
[25]   Multiple timescales analysis for 1: 2 and 1: 3 resonant Hopf bifurcations [J].
Luongo, A ;
Paolone, A ;
Di Egidio, A .
NONLINEAR DYNAMICS, 2003, 34 (3-4) :269-291
[26]   Analytical and numerical approaches to nonlinear galloping of internally resonant suspended cables [J].
Luongo, Angelo ;
Zulli, Daniele ;
Piccardo, Giuseppe .
JOURNAL OF SOUND AND VIBRATION, 2008, 315 (03) :375-393
[27]   Chaotic motion of shallow arch structures under 1:1 internal resonance [J].
Malhotra, N ;
Namachchivaya, NS .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1997, 123 (06) :620-627
[28]   Chaotic dynamics of shallow arch structures under 1:2 resonance [J].
Malhotra, N ;
Namachchivaya, NS .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1997, 123 (06) :612-619
[29]   Dynamic analysis of a simply supported beam resting on a nonlinear elastic foundation under compressive axial load using nonlinear normal modes techniques under three-to-one internal resonance condition [J].
Mamandi, Ahmad ;
Kargarnovin, Mohammad H. ;
Farsi, Salman .
NONLINEAR DYNAMICS, 2012, 70 (02) :1147-1172
[30]   Nonlinear forced vibrations of thin structures with tuned eigenfrequencies: the cases of 1:2:4 and 1:2:2 internal resonances [J].
Monteil, Melodie ;
Touze, Cyril ;
Thomas, Olivier ;
Benacchio, Simon .
NONLINEAR DYNAMICS, 2014, 75 (1-2) :175-200