共查询到17条相似文献,搜索用时 46 毫秒
1.
研究了外激励下两端采用转动弹簧约束的铰支浅拱在发生1:1内共振时的非线性动力学行为。通过引入基本假定和无量纲化变量得到浅拱的动力学控制方程, 将阻尼项、外荷载项和非线性项去掉后,所得线性方程及对应边界条件即可确定考虑转动弹簧影响的频率和模态, 发现转动约束取不同刚度值时系统存在模态交叉与模态转向两种内共振形式。对动力方程进行Galerkin全离散, 并采用多尺度法对内共振进行了摄动分析, 得到了极坐标和直角坐标两种形式的平均方程, 其中平均方程系数与转动弹簧刚度一一对应。最低两阶模态之间1:1内共振的数值研究结果表明: 外激励能激发内共振模态的非线性相互作用, 参数处于某一范围时系统存在周期解、准周期解和混沌解窗口, 且通过(逆)倍周期分岔方式进入混沌。 相似文献
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基于四阶自治分段线性电路的分岔特性,探讨了两种幅值周期激励下该电路系统的复杂动力学行为. 给出了弱周期激励下系统共存的两种分岔模式及其产生的原因,讨论了不同分岔模式下动力学行为的演化过程及混沌吸引子相互作用机理. 而随着激励幅值的增大,即强激励作用下,围绕两个原自治系统平衡点的周期轨道不再分裂,从而导致共存的分岔模式消失.指出无论在弱激励还是在强激励下,由于系统的固有频率与外激励频率存在量级上的差距,其相应的各种运动模式,诸如周期运动、概周期运动甚至混沌运动均表现出明显的快慢效应,进而从分岔的角度分析了不同快慢效应的产生机制. 相似文献
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多频谐和与噪声作用下Duffing振子的安全盆侵与混沌 总被引:1,自引:0,他引:1
研究了软弹簧Duffing振子在多频率确定性谐和外力和有界随机噪声联合作用下,系统安全盆的侵蚀和混沌现象.将Melnikov方法推广到包含有限多个频率外力和随机噪声联合作用的情形,推导出了系统的随机Melnikov过程.根据Melnikov过程在均方意义上出现简单零点的条件给出了系统出现混沌的临界值,然后用数值模拟方法计算了系统的安全盆分叉点.结果表明:由于随机扰动的影响,系统的安全盆分叉点发生了偏移,并且使得混沌容易发生.同时证明:激励频率数目的增加使得系统产生混沌的参数临界值变小,也使得安全盆分叉提前发生,系统变得不安全. 相似文献
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首先建立了悬臂输流管道在基础激励与脉动内流联合作用下的运动方程;然后基于Galerkin法研究了该系统的非线性动力学行为,分析了系统运动状态随激励频率和相位差的变化,以及混沌百分比随频率比(基础激励频率与脉动频率之比)和相位差的变化。结果表明,无论以激励频率还是以相位差为分岔参数,系统都具有多种形式的动态响应,包括周期运动、概周期运动和混沌运动,但进入和脱离混沌的途径不同。相位差和频率比对系统的混沌百分比有重要影响:相位差为π/2时系统混沌百分比最大;频率比为1时系统混沌百分比最小,频率比较小或较大时系统混沌百分比与只有基础激励时接近。 相似文献
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耦合SD振子作为一种典型的负刚度振子, 在工程设计中有广泛应用. 同时高斯色噪声广泛存在于外界环境中, 并可能诱发系统产生复杂的非线性动力学行为, 因此其随机动力学是非线性动力学研究的热点和难点问题. 本文研究了高斯色噪声和谐波激励共同作用下双稳态耦合SD振子的混沌动力学, 由于耦合SD振子的刚度项为超越函数形式, 无法直接给出系统同宿轨道的解析表达式, 给混沌阈值的分析造成了很大的困难. 为此, 本文首先采用分段线性近似拟合该振子的刚度项, 发展了高斯色噪声和谐波激励共同作用下的非光滑系统的随机梅尔尼科夫方法. 其次, 基于随机梅尔尼科夫过程, 利用均方准则和相流函数理论分别得到了弱噪声和强噪声情况下该振子混沌阈值的解析表达式, 讨论了噪声强度对混沌动力学的影响. 研究结果表明, 随着噪声强度的增大混沌区域增大, 即增大噪声强度更容易诱发耦合SD振子产生混沌. 当阻尼一定时, 弱噪声情况下混沌阈值随噪声强度的增加而减小; 但是强噪声情况下噪声强度对混沌阈值的影响正好相反. 最后, 数值结果表明, 利用文中的方法研究高斯色噪声和谐波激励共同作用下耦合SD振子的混沌是有效的.本文的结果为随机非光滑系统的混沌动力学研究提供了一定的理论指导. 相似文献
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Bifurcation and Chaos Analysis of Stochastic Duffing System Under Harmonic Excitations 总被引:4,自引:0,他引:4
The Chebyshev polynomial approximation is applied to the dynamic response problem of a stochastic Duffing system with bounded
random parameters, subject to harmonic excitations. The stochastic Duffing system is first reduced into an equivalent deterministic
non-linear one for substitution. Then basic non-linear phenomena, such as stochastic saddle-node bifurcation, stochastic symmetry-breaking
bifurcation, stochastic period-doubling bifurcation, coexistence of different kinds of steady-state stochastic responses,
and stochastic chaos, are studied by numerical simulations. The main feature of stochastic chaos is explored. The suggested
method provides a new approach to stochastic dynamic response problems of some dissipative stochastic systems with polynomial
non-linearity. 相似文献
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It is a well-known phenomenon of the Duffing oscillator under harmonic excitation,that there is a frequency range, where two stable and one unstable stationarysolution coexist. If the Duffing oscillator is harmonically excited in thisfrequency range and additionally excited, e.g. by white noise, a double crater-likeprobability density function can be observed, if the noise intensity is smallcompared to the harmonic excitation. The aim of this paper is to calculate thisprobability density function approximately using perturbation techniques. Thestationary solutions in the deterministic case are calculated using theperturbation technique for the resonance case. In a second step, the probabilitydensity function of the perturbation of each of those stationary solutions iscalculated using the perturbation technique for the nonresonance case. This resultsin two crater-like probability density functions which are superimposed by usingthe probability of realization of each of the stationary solutions in thedeterministic case. The probability is calculated using numerical integration orthe method of slowly changing phase and amplitude. Finally, probability densityfunctions obtained in this manner are compared to Monte Carlo simulations. 相似文献
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A method for controlling nonlinear dynamics and chaos previouslydeveloped by the authors is applied to the classical Duffing oscillator.The method, which consists in choosing the best shape of externalperiodic excitations permitting to avoid the transverse intersection ofthe stable and unstable manifolds of the hilltop saddle, is firstillustrated and then applied by using the Melnikov method foranalytically detecting homoclinic bifurcations. Attention is focused onoptimal excitations with a finite number of superharmonics, because theyare theoretically performant and easy to reproduce. Extensive numericalinvestigations aimed at confirming the theoretical predictions andchecking the effectiveness of the method are performed. In particular,the elimination of the homoclinic tangency and the regularization offractal basins of attraction are numerically verified. The reduction ofthe erosion of the basins of attraction is also investigated in detail,and the paper ends with a study of the effects of control on delayingcross-well chaotic attractors. 相似文献
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The excitation strength for the onset of a new resonant-separatrix in the stochastic layer of the Duffing oscillator is predicted through the energy change in minimum and maximum energy spectra. The widths of stochastic layers are estimated through the use of the maximum and minimum energy which can be measured experimentally. The energy spectrum approach, rather than the Poincaré mapping section method, is applied to detect the resonant-separatrix web in the stochastic layer, and it is applicable for the onset of resonant layers in nonlinear dynamic systems. The analytical condition for the onset of a new resonant-separatrix in the stochastic layer is also presented. The analytical and numerical predictions are in good agreement. 相似文献
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本文研究一类阻尼为线性,弹性恢复力为非线性的振动系统在随机外部激励作用下的随机分叉。文中采用广义稳态势和方法,求解系统响应的稳态联合概率密度函数。在此基础上根据由不变测度定义的随机分叉,讨论了具有权式分叉的确定性非线性系统在随机扰动下分叉行为。 相似文献
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对具有随机参数的多自由度体系,提出了求解其系统动力可靠度上、下限的一种计算方法。考虑结构的物理和几何参数具有随机性,从结构随机响应的频域表达式出发,利用求解随机变量数字特征的代数综合法和矩法,导出了随机参数多自由度体系在平稳随机激励下的平稳随机反应均方值的数字特征,再由动力可靠性的Poisson公式导出了随机参数结构的动力可靠度的计算公式,然后根据系统可靠性分析方法,分析了随机参数多自由度体系的系统动力可靠性,最后给出了系统动力可靠度上、下限的计算公式,并给出一个算例。 相似文献
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The safe basin of a forced softening Duffing oscillator is studied numerically. The changes of safe basins are observed under
both stationary and nonstationary variations of the external excitation frequency. The kind of nonstationary variations of
the excitation frequency can greatly change the erosion rate and the shape of the safe basin. The other effects of nonstationary
variations on the safe basin are also discussed.
Supported by the National Natural Science Foundation, the Aviation Science Foundation and the Doctoral Training Foundation
of China. 相似文献
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Bolotin V. V. Grishko A. A. Kounadis A. N. Gantes Ch. Roberts J. B. 《Nonlinear dynamics》1998,15(1):63-81
The behavior of a nonlinear, non-Hamiltonian system in the postcritical (flutter) domain is studied with special attention to the influence of initial conditions on the properties of attractors situated at a certain point of the control parameter space. As a prototype system, an elastic panel is considered that is subjected to a combination of supersonic gas flow and quasistatic loading in the middle surface. A two natural modes approximation, resulting in a four-dimensional phase space and several control parameters is considered in detail. For two fixed points in the control parameter space, several plane sections of the four-dimensional space of initial conditions are presented and the asymptotic behavior of the final stationary responses are identified. Amongst the latter there are stable periodic orbits, both symmetric and asymmetric with respect to the origin, as well as chaotic attractors. The mosaic structure of the attraction basins is observed. In particular, it is shown that even for neighboring initial conditions can result in distinctly different nonstationary responses asymptotically approach quite different types of attractors. A number of closely neighboring periodic attractors are observed, separated by Hopf bifurcations. Periodic attractors also are observed under special initial conditions in the domains where chaotic behavior is usually expected. 相似文献
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为研究全非平稳地震作用下地下空间结构的随机地震反应特征及可靠度分析方法,本文基于非均匀调制演变随机过程,建立了一种同时考虑强度非平稳和频率非平稳的全非平稳随机地震动输入功率谱分析模型;利用频响函数和脉冲响应函数间的傅里叶变换关系,推导出了适用于地下空间结构随机反应分析的响应功率谱计算表达式,可结合有限元方法对全非平稳地震作用下地下空间结构进行随机反应分析.基于穿越过程为泊松过程假定,采用分部积分方法,进一步推导出了适用于首次超越破坏可靠度计算的互相关函数解析表达式.然后,本文以上海某两层三跨地铁车站为工程背景,建立土-地铁车站结构相互作用体系有限元模型,对全非平稳地震作用下地铁车站结构进行了随机反应分析和中柱可靠度分析.结果表明:在非均匀调制演变功率谱作用下,结构的响应功率谱也具有明显的演变特征;利用文中给出的互相关函数计算公式,可避开调制函数的数值微分,提高计算精度. 相似文献
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基于动力分析的摄动有限元法及管线可靠度分析模型 ,建立管线的动态随机有限元方程 ,分析了管线质量随机性和几何特征随机性 ,得出了在Elcentro地震波的激励下 ,管线结构的动力响应及具有非穿透性裂纹的抗震可靠度 ;并与Monte Carlo有限元法进行计算比较 ,表明了方法的正确性和可行性 相似文献