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圆弧拱的面内非线性动力学分析 被引量:4

IN-PLANE NONLINEAR DYNAMIC ANALYSIS OF CIRCULAR ARCHES
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摘要 对圆弧拱面内自由振动的频率和非线性内共振现象进行了研究.通过假设满足位移边界条件的振型函数对圆弧拱的面内非线性方程进行Galerkin一阶模态截断,先对派生系统的线性频率进行求解,就不同参数对频率的影响进行分析;然后利用多尺度法对离散模型进行求解.结果表明:截面高度对径向振动频率有显著影响,但是对切向振动频率影响很小;另外,就本文方程而言,可能存在三种内共振形式,但内共振现象的产生与否还决定于圆弧拱的边界条件. The in-plane free vibration frequencies and nonlinear internal resonance of circular arches were studied. Based on the assumptive vibration function, the nonlinear equations were discretized by the Galerkin method. First, the frequencies of derived system were obtained, thus the effect of different parameters on frequencies were studied. Then, the method of multiple scales was applied to solve the equations. The results showed that the radial frequency was greatly affected by the height of the cross-section, but the tangential frequency wasn't. Three types of internal resonance form may be activated. The further studies of the equations in this paper pointed out that internal resonance was determined by the boundary conditions.
出处 《动力学与控制学报》 2006年第2期122-126,共5页 Journal of Dynamics and Control
关键词 圆弧拱 频率 内共振 派生系统 多尺度法 circular arches, frequency, internal resonance, derived system, the method of multiple scales
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参考文献2

  • 1[2]Kawakami M,Sakiyama T,et al.In-plan and Out-of-plane Vibrations of Curved Beams with Variable Sections.Journal of Sound and Vibration,1995,187(3),381~401
  • 2[5]Nayfeh AH,Mook DT.Nonlinear Oscillations.New York:Wiley Interscience,1979

同被引文献31

  • 1方秦,杜茂林.爆炸荷载作用下弹性与阻尼支承梁的动力响应[J].力学与实践,2006,28(2):53-56. 被引量:32
  • 2李映辉,杜长城,张清泉,高庆.变速粘弹性传送带混沌运动[J].四川大学学报(工程科学版),2006,38(3):1-5. 被引量:2
  • 3Kawakami M, Sakiyama T, Hatsuda H, et al. In-plane and out-of-plane vibrations of curved beams with vari- able sections[J]. Journal of Sound and Vibration, 1995, 187(3): 381 -401.
  • 4Sophianopoulos D, Michaltsos G. Analytical treatment of in-plane parametrically excited undamped vibrations of simply supported parabolic arches[J ]. Journal of Vibrations and Acoustics, 2003, 125(1) :73- 79.
  • 5Nieh K, Huang C S, Tseng Y P. An analytical solution for in-plane free vibration and stability of loaded elliptic arches[J]. Computers and Structures, 2003, 81:1311 - 1327.
  • 6Blair K B, Krousgrill C M, Farris T N. Non-linear dynamic response of shallow arches to harmonic forcing [J]. Journal of Sound and Vibration, 19961 194(3): 242-256.
  • 7Kawakami M,Sakiyama T,Hatsuda H,et al.In-plane and out-of-plane vibrations of curved beams with variable sections[J].Journal of Sound and Vibration,1995,187(3):381-401.
  • 8Malhotra N,Namachchivaya S.Chaotic dynamics of shallow arch structures under 1∶2 resonance[J].Journal of Engineering Mechanics,1997,123(6):612-627.
  • 9Sophianopoulos D,Michaltsos G.Analytical treatment of in-plane parametrically excited undamped vibrations of simply supported parabolic arches[J].Journal of Vibration and Acoustics,2003,125(1):73-79.
  • 10Nieh K,Huang C S,Tseng Y P.An analytical solution for in-plane free vibration and stability of loaded elliptic arches[J].Computers and Structures,2003,81:1311-1327.

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