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弹性约束浅拱的非线性动力响应与分岔分析
  • ISSN号:1000-0887
  • 期刊名称:应用数学和力学
  • 时间:2013.11
  • 页码:1182-1196
  • 分类:U311.2[交通运输工程] O302[理学—力学]
  • 作者机构:[1]长沙理工大学土木与建筑学院,长沙410004, [2]湖南大学土木工程学院,长沙410082
  • 相关基金:国家自然科学基金资助项目(11002030;11032004);教育部新世纪优秀人才支持计划资助项目(NCET-09-0335)
  • 相关项目:大跨度斜拉桥的非线性建模理论及其动力学研究
中文摘要:

浅拱采用竖向、转动方向弹性约束时,自振频率和模态与理想的铰支/固结边界存在差异,不同约束刚度将改变外激励下的非线性响应及各种分岔产生的参数域.由浅拱基本假定建立无量纲动力学方程,采用在频率和模态中考虑约束刚度大小的方法,通过Galerkin全离散和多尺度摄动分析导出极坐标、直角坐标形式的平均方程,其中方程系数与约束刚度一一对应.用数值方法分析了周期激励下竖向弹性约束系统最低两阶模态之间1:2内共振时的动力行为,所得结果与有限元的对比以及平均方程系数的收敛性证明了所采用方法是可行的.随着激励幅值、频率的变化存在若干分岔点,分岔发生时的参数分布与约束刚度值有关,在由分岔点连接的不稳定区或共振区附近,存在一系列稳态解、周期解、准周期解和混沌解窗口,且随参数的变化可观测到倍周期分岔.

英文摘要:

When the ends are elastically constrained in vertical and rotation directions for the shallow arch, the natural frequencies and modes are quite different from those of the case of ideal hinged or fixed boundary condition, and the different constraint stiffness will change the nonlinear responses and the parameter fields of various bifurcations under external excitation. The dimensionless dynamic equation was established by introducing the fundamental assump- tions of shallow arch, and the method that the effects on the boundary constraint stiffness were considered in the natural frequencies and modes solution was employed, then the full-basis Galerkin discretization and the multi-scale perturbation methods were used to obtain the polar- and Cartesian-type averaging equations, of which the coefficients had one-to-one correspon- dence with the values of constraint stiffness. With the application of numerical calcuiation, the dynamic behaviors of the vertical elastically constrained system in the case of one-to-two internal resonance between the lowest two modes under periodic excitation were studied. Both the comparison of calculated results with finite element results and the convergence of the coefficients in averaging equations proved the feasibility of the present method. Also, the numerical results show that there exist several bifurcation points with the variation of the amplitude and frequency of excitation, and the parameter distributions for the occurrence of bifurcations are associated with the values of constraint stiffness. Moreover, there are a series of steady-state solution, periodic solution, quasi-periodic solution and chaotic solution windows in the vicinity of the unstable areas or resonance regions which are connected by the bifurcation points, and the period-doubling bifurcation can be observed with the variation of parameters.

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期刊信息
  • 《应用数学和力学》
  • 中国科技核心期刊
  • 主管单位:重庆交通大学
  • 主办单位:重庆交通大学
  • 主编:钟万勰
  • 地址:重庆南岸区重庆交通大学90信箱
  • 邮编:400074
  • 邮箱:applmathmech@cqjtu.edu.cn
  • 电话:023-62652450
  • 国际标准刊号:ISSN:1000-0887
  • 国内统一刊号:ISSN:50-1060/O3
  • 邮发代号:78-21
  • 获奖情况:
  • 国际工程索引(EI)收录期刊,我国力学类核心期刊,中国期刊方阵“双效”期刊
  • 国内外数据库收录:
  • 俄罗斯文摘杂志,美国数学评论(网络版),日本日本科学技术振兴机构数据库,美国应用力学评论,中国中国科技核心期刊,中国北大核心期刊(2004版),中国北大核心期刊(2008版),中国北大核心期刊(2011版),中国北大核心期刊(2014版),中国北大核心期刊(2000版)
  • 被引量:8965