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1.
研究了单自由度非线性单边碰撞系统在窄带随机噪声激励下的次共振响应问题。用Zhuravlev变换将碰撞系统转化为速度连续的非碰撞系统,然后用随机平均法得到了关于慢变量的随机微分方程。在没有随机扰动情形,得到了系统响应幅值满足的代数方程;在有随机扰动的情形下,给出了系统响应稳态矩计算的迭代公式。讨论了系统阻尼项、非线性项、随机扰动项和碰撞恢复系数等参数对于系统响应的影响。理论计算和数值模拟表明,系统响应幅值将在激励频率接近于次共振频率时达到最大。而当激励频率逐渐偏离次共振频率时,系统响应迅速衰减。  相似文献   

2.
研究了Duffing振子在谐和与随噪声联合激励下的响应和稳应性问题。用谐波平均法分析了系统在确定性谐和激励和随机激励联合作用下的响应,用随机平均法讨论了随机扰动项对系统晌应的影响。在一定条件下,系统具有两个均方响应值和跳跃现象。数值模拟表明本文提出的方法是有效的。  相似文献   

3.
谐和与窄带随机噪声联合作用下Duffing系统的参数主共振   总被引:5,自引:1,他引:5  
戎海武  徐伟  方同 《力学学报》1998,30(2):178-185
研究了Dufing振子在谐和与窄带随机噪声联合激励下的参数主共振响应和稳定性问题.用多尺度法分离了系统的快变项,并求出了系统的最大Lyapunov指数.本文还分析了失稳及跳跃现象,及系统的阻尼项、非线性项、随机项、确定性参激强度对系统响应的影响.数值模拟表明本文提出的方法是有效的.  相似文献   

4.
Rong  H. W.  Meng  G.  Xu  W.  Fang  T. 《Nonlinear dynamics》2003,32(1):93-107
The principal resonance of a 3-DOF nonlinear system to narrow-band random external excitations is investigated. The method of multiple scales is used to derive the equations for modulation of amplitude and phase. The behavior, stability and bifurcation of steady-state responses are studied by means of qualitative analysis. The effects of damping, detuning, and excitation intensity on responses are analyzed. The theoretical analyses are verified by numerical results. Both theoretical analyses and numerical simulations show that when the intensity of the random excitation increases, the nontrivial steady state solution may change from a limit cycle to a diffused limit cycle. Under some conditions, co-existence of two kinds of stable steady-state solutions, saturation and jump phenomena may occur. The stationary probability density function of responses for the co-existence case is obtained approximately.  相似文献   

5.
IntroductionForlinearviscoelasticsystemsunderbothadditiveandmultiplicativebroad_bandexcitationexcitations,Ariaratnam[1]studiedthestochasticstabilityofthesystembyusingthemethodofstochasticaveragingprocedure .Itwasshownthatthevisco_elasticforcecontributedtowarddamping ,hence ,stabilityofthesystem .However,thestiffnesseffectofthevisco_elasticcomponentwasnotfullyaccountedfor.FurthermoreAriaratnam[2 ]studiedthestochasticstabilityofthesystembutthemodelislinear.Inthetheoryofnonlinearrandomvibration…  相似文献   

6.
戎海武  王向东  孟光  徐伟  方同 《力学季刊》2003,24(2):211-218
在随机振动的研究中,研究较多的是系统在宽带噪声作用下的响应问题,对于非线性系统特别是多自由度非线性系统在窄带随机噪声作用下的响应问题则研究较少。本文研究了三自由度非线性系统在窄带随机噪声激励下的主共振响应和稳定性问题。用多尺度法分离了系统的快变项,给出了系统响应的振幅和相位角满足的方程。用摄动法讨论了系统随机项对系统响应的影响。当随机扰动较小时,在一定的参数范围内,对应于不同的初值,系统具有两个均方响应值,随机饱和现象也存在。当随机扰动增大时,系统可从一个大的响应突跳为一个小的响应,或从一个小的响应突跳为一个大的响应,即存在随机跳跃现象。数值模拟表明本文提出的方法是有效的。  相似文献   

7.
The principal resonance of a van der Pol-Duffing oscillator to the combined excitation of a deterministic harmonic component and a random component has been investigated. By introducing a new expansion parameter , the method of multiple scales is adapted for the strongly non-linear system. Then the method of multiple scales is used to determine the equations of modulation of response amplitude and phase. The behavior and the stability of steady-state response are studied by means of qualitative analysis. The effects of damping, detuning, bandwidth, and magnitudes of random excitations are analyzed. The theoretical analyses are verified by numerical results. Theoretical analyses and numerical simulations show that when the intensity of the random excitation increases, the non-trivial steady-state solution may change from a limit cycle to a diffused limit cycle. Under some conditions the system may have two steady-state solutions. Random jump may be observed under some conditions. The results obtained in the paper are adapted for a strongly non-linear oscillator that complement previous results in the literature for the weakly non-linear case.  相似文献   

8.
戎海武  王向东  孟光  徐伟  方同 《力学学报》2001,33(6):796-802
研究二自由度非线性系统在窄带随机噪声激励下的主共振响应,用多尺度法分离了系统的快变项,讨论了系统的阻尼项、随机项等对系统响应的影响。在一定条件下,系统具有两个均方响应值和跳跃现象,饱和现象也存在。数值模拟表明文中所提出的方法是有效的。  相似文献   

9.
IntroductionThestudyoftheresponseofnonlinearsystemstonarrow_bandrandomexcitationofconsiderableimportance.Forexample ,theexcitationofsecondarysystemwouldbeanarrow_bandrandomprocessiftheprimarysystemcouldbemodeledasasingle_degree_of_freedomsystemwithlightdampingsubjecttowide_bandexcitation .Inthetheoryofnonlinearrandomvibration ,mostresultsobtainedsofarareattributedtotheresponseofnonlinearoscillatorstowide_bandrandomexcitation .Incomparison ,resultsontheeffectofnarrow_bandexcitationonnonlinearos…  相似文献   

10.
The resonant resonance response of a single-degree-of-freedom non-linear vibro-impact oscillator, with cubic non-linearity items, to combined deterministic harmonic and random excitations is investigated. The method of multiple scales is used to derive the equations of modulation of amplitude and phase. The effects of damping, detuning, and intensity of random excitations are analyzed by means of perturbation and stochastic averaging method. The theoretical analyses verified by numerical simulations show that when the intensity of the random excitation increases, the non-trivial steady-state solution may change from a limit cycle to a diffused limit cycle. Under certain conditions, impact system may have two steady-state responses. One is a non-impact response, and the other is either an impact one or a non-impact one.  相似文献   

11.
研究了二自由度非线性系统在确定性谐和与随机噪声联合激励下的主共振响应。用多尺度法分离了系统的快变项 ,讨论了系统的阻尼项、随机项等对系统响应的影响。在一定条件下 ,系统具有两个均方响应值和跳跃现象 ,饱和现象也存在。数值模拟表明本文提出的方法是有效的  相似文献   

12.
研究了二自由度非线性系统在有界随机噪声激励下,系统响应的共振与随机饱和现象。用多尺度法分离了系统的快变项,用线性化方法求出了系统响应幅值的一、二阶矩,并给出了系统优化设计的一些建议。数值模拟表明本文提出的方法是有效的。  相似文献   

13.
研究了带平方二自由度非线性系统在随机窄带参数激励下,用多尺度法分离了系统的快变项,讨论了系统的各参数对响应的影响。在一定条件下,系统具有两个均方响应值,具有跳跃现象和饱和现象,数值模拟表明提出的方法是有效的。  相似文献   

14.
The principal resonance of two-degree-of-freedom non-linear system to narrow-band random external excitation is investigated. The method of multiple scales is used to determine the equations of modulation of amplitude and phase. The behavior, stability and bifurcation of steady state response are studied by means of qualitative analysis. The effects of damping, detuning, bandwidth, and magnitudes of deterministic and random excitations are analyzed. The theoretical analyses are verified by numerical results. Theoretical analyses and numerical simulations show that when the intensity of the random excitation increases, the nontrivial steady state solution may be changed from a limit cycle to a diffused limit cycle. Under some conditions the system may have two steady state solutions, saturation and jumps may exist.  相似文献   

15.
A quasi-isochronous vibroimpact system is considered, i.e. a linear system with a rigid one-sided barrier, which is slightly offset from the system's static equilibrium position. The system is excited by a sinusoidal force with disorder, or random phase modulation. The mean excitation frequency corresponds to a simple or subharmonic resonance, i.e. the value of its ratio to the natural frequency of the system without a barrier is close to some even integer. Influence of white-noise fluctuations of the instantaneous excitation frequency around its mean on the response is studied in this paper. The analysis is based on a special Zhuravlev transformation, which reduces the system to one without impacts, or velocity jumps, thereby permitting the application of asymptotic averaging over the period for slowly varying inphase and quadrature responses. The averaged stochastic equations are solved exactly by the method of moments for the mean square response amplitude for the case of zero offset. A perturbation-based moment closure scheme is proposed for the case of nonzero offset and small random variations of amplitude. Therefore, the analytical results may be expected to be adequate for small values of excitation/system bandwidth ratio or for small intensities of the excitation frequency variations. However, at very large values of the parameter the results are approaching those predicted by a stochastic averaging method. Moreover, Monte-Carlo simulation has shown the moment closure results to be sufficiently accurate in general for any arbitrary bandwidth ratio. The basic conclusion, both of analytical and numerical simulation studies, is a sort of smearing of the amplitude frequency response curves owing to disorder, or random phase modulation: peak amplitudes may be strongly reduced, whereas somewhat increased response may be expected at large detunings, where response amplitudes to perfectly periodic excitation are relatively small.  相似文献   

16.
随机结构动力反应分析的概率密度演化方法   总被引:18,自引:3,他引:18  
李杰  陈建兵 《力学学报》2003,35(4):437-442
提出了随机结构动力反应分析的概率密度演化方法.基于有限单元法基本原理,导出了含有随机参数的结构反应状态方程,进而,通过引入扩展状态向量,建立了随机结构反应的概率密度演化方程.将精细时程积分方法与Lax-Wendroff差分格式相结合,探讨了求解概率密度演化方程的数值方法.对一个8层层间剪切型随机结构进行了算例分析,并与Monte Carlo方法的结果进行了比较.研究表明,随机结构反应的概率密度具有演化特征,且概率密度曲线与正态分布差异甚大,甚至可能出现双峰曲线.  相似文献   

17.
IntroductionThestudyofrandomparametricexcitedsystemsaremoreimportantthanthatofrandomexternalexcitedones,andaretheoreticallymoredifficultespeciallywhentheexcitationsarenarrow_bandrandomprocesses[1].Inthecasewhenthesystemsareexcitedbycombineddeterministi…  相似文献   

18.
IntroductionThestudyofrandomparametricexcitedsystemsisimportantintheengineeringsystems,andistheoreticallymoredifficultespeciallywhentheexcitationsarenarrow_bandrandomprocessesandparametricexcitedsystems.Inthecasewhenthesystemsareexcitedbycombineddeterministicharmonicandwide_bandprocesses,StratonovitchandRomanovskii[1] ,Dimentbergetal.[2 ] ,andNamachchivaya[3 ] usingthemethodofrandomaveragingandthemethodofKhasminskiiinvestigatedthealmostcertainstabilityofthesystems.AriaratnamandTam[4]discusse…  相似文献   

19.
Dynamic behaviour of a beam, subjected to stationary random excitation, has been investigated for the situation in which the response is different from the model of a Gaussian random process. The study was restricted to the case of symmetric non-Gaussian probability density functions of beam vibrations. There are two possible causes of deviations of the system response from the Gaussian model: the first, nonlinear behaviour, concerns the system itself and the second is external when the excitation is not Gaussian. Both cases have been considered in the paper. To clarity the conclusions for each case and to avoid interference of these different types of system behaviour, two beam structures, clamped-clamped and cantilevered, have been studied. A numerical procedure for prediction of the nonlinear random response of a clamped-clamped beam under the Gaussian excitations was based on a linear modal expansion. Monte Carlo simulation was undertaken using Runge–Kutta integration of the generalised coordinate equations. Probability density functions of the beam response were analysed and approximated making use of different theoretical models. An experimental study has been carried out for a linear system of a cantilevered beam with a point mass at the free end. A pseudo-random driving signal was generated digitally in the form of a Fourier expansion and fed to a shaker input. To generate a non-Gaussian excitation a special procedure of harmonic phase adjustment was implemented instead of the random choice. In so doing, the non-Gaussian kurtosis parameter of the beam response was controlled.  相似文献   

20.
随机性是实际工程结构的固有特性,如何更真实地描述含随机参数结构的随机响应及统计特性,对工程结构的可靠性设计具有非常重要的意义。本文基于Cell-Based光滑有限元,采用四边形单元,推导了基于一阶剪切变形理论的复合材料层合板的光滑有限元公式,降低了网格划分要求,适应不规则网格,并采用离散剪切间隙有效地消除了剪切自锁;结合摄动法和随机场理论,导出了复合材料层合板的摄动随机光滑有限元平衡方程,并给出了结构随机响应数字特征的计算公式,求解了材料属性含随机性的复合材料层合板的随机响应问题,数值算例结果表明了本方法的有效性和准确性。  相似文献   

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