索-梁耦合结构非线性分析

研究内、外共振联合激励下索-梁耦合结构的非线性行为,用多尺度法探讨索-梁耦合结构内共振模式。分析表明,耦合结构存在多种内共振形式;考虑梁与索在1∶2内共振作用下分别研究索-梁耦合结构在梁主共振且索自参数共振时与梁亚谐波共振且索主参数共振时的非线性特性,并具体讨论索-梁耦合结构的垂跨比、质量比、刚度比及外激励幅值等参数对索-梁耦合结构中梁、索的非线性特性影响。研究表明,由于模态耦合影响,索-梁耦合结构存在两种外共振机制,梁表现出非线性特性,索表现出两自由度特性;刚度比参数对耦合结构非线性特性有显著影响。     

基于饱和原理的柔性机械臂减振研究

以刚柔耦合的柔性机械臂为研究对象,构造了具有非线性耦合项的半主动式内共振吸振器。通过调节吸振器参数,使柔性机械臂的一阶振动模态与吸振器振动模态形成2∶1内共振,建立了柔性机械臂的一阶振动模态与吸振器振动模态之间的能量通道。应用Kane方法建立了计入内共振吸振器的柔性机械臂在持续小幅外激励作用下的非线性动力学方程,利用多尺度方法得到非线性动力学方程的近似稳态解。通过分析稳态解的存在形式,证明了系统具有饱和现象;数值仿真验证了饱和现象的存在与吸振器的有效性。     

内外共振联合作用下索－梁组合结构非线性振动分析

研究内共振和外共振联合作用下的索－梁组合结构非线性振动问题。利用Ｈａｍｉｌｔｏｎ原理推导索－梁组合结构非线性动力学方程,同时考虑索的垂度以及由梁和索之间模态耦合引起的非线性影响。利用Ｇａｌｅｒｋｉｎ方法将索－梁组合结构非线性运动偏微分方程离散为一组常微分方程。最后对数学模型进行数值计算,得到了不同内外共振联合作用下梁和索的模态时程曲线。研究表明,梁的稳态运动呈现周期性振荡,而索在不同的内外共振联合作用下,分别呈现出混沌或周期性振荡,并且索和梁之间持续的模态交替现象只能在特定的内外共振下出现。     

直线运动柔性梁非线性动力学--主参数共振与内共振联合激励

针对基础直线运动柔性梁，基于Kane方程建立了相应的非线性动力学方程。采用多尺度法并结合笛卡尔坐标变换，导出了系统受前两阶模态间3：1内共振及第二阶模态主参激共振时的非线性调制方程组．数值求解了该方程组的定常解及相应的稳定性问题。研究表明，系统的平凡、单模态、双模态稳态解共存，超临界及亚临界叉形分岔只发生在单模态状态下，相反，鞍结分岔及Hopf分岔只在双模态状态下产生，一些稳定的极限环随参数变化经一系列倍周期分岔后导致运动的突然跳跃。     

外激励力作用下的轴向运动梁非线性振动的联合共振

研究轴向运动梁在外激励力作用下非线性振动的联合共振问题.利用哈密顿原理建立横向振动的轴向运动梁的振动微分方程,采用分离变量法分离时间变量和空间变量并利用Galerkin方法离散运动方程.采用IHB法进行非线性振动求解,分析在内共振条件且外激励作用下的联合共振问题,对周期解进行稳定性的判定.典型算例获得了不同外激励力振幅时系统非线性振动的复杂频幅响应曲线.     

轴向窄带随机激励悬臂梁的单模态参激共振

以轴向基础窄带随机激励悬臂梁非线性动力学方程组为分析对象。采用多尺度法，获得了系统主参激共振的非线性调谐方程组。在假设带宽较小的前提下，利用摄动法，获得了系统非平凡幅一频响应的1，2阶稳态矩近似理论表达式，并通过直接的数值积分获得了相应的曲线形式并进行了比较，取得了较好的一致性。分析结果表明：对于第1阶模态的主参激共振，其1，2阶稳态矩一频率特性呈现硬特性，而对于2阶及以上模态的主参激共振，系统1，2阶稳态矩一频率特性呈现软特性；带宽的小范围变化对1，2阶稳态矩产生的效应甚微。通过对概率密度进一步的数值计算，首次发现了系统的响应在非平凡平稳响应与平凡平稳响应间的随机跳跃现象，计算结果显示，随着带宽的增加，非平凡平稳响应处的概率密度逐渐减小，而平凡平稳响应处的概率密度随之增加。     

平行导线间轴向运动导电梁主-内联合共振EI北大核心CSCD

研究轴向运动导电梁在平行导线产生的磁场环境中的主-内联合共振问题。基于电磁场基本理论和哈密顿原理,导出轴向运动梁在外激励和磁场共同作用下的非线性振动方程。针对一端夹支一端铰支的导电梁,采用多尺度法求解方程,得到非线性方程的近似解析解和幅频响应方程,并对稳态解的稳定性进行了分析。通过算例,得到系统前两阶幅值随频率调谐参数、外激励力、轴向速度、电流强度等参数的变化规律。结果表明:系统发生主-内联合共振时一阶和二阶响应都被激发,且存在不同的多解区域;一阶和二阶幅值的稳态解个数在几个多解区域同步变化,其个数取决于外激励力、运动速度和电流强度值。     

轴向运动层合薄壁圆柱壳内共振的数值分析

以轴向运动复合材料薄壁圆柱壳为研究模型,考虑其弹性模量随振动频率变化(动态弹性模量),据Donnell非线性扁壳理论及经典层合壳理论获得模型非线性振动微分方程。采用含四个广义模态坐标的位移展开式,利用Galerkin方法对振动微分方程离散化;用变步长四阶Runge-Kutta法对非线性模态方程组进行数值积分,研究复合材料圆柱壳1:1:1:1的内共振现象;讨论圆柱壳轴向运动速度、阻尼系数及外激励幅值对系统1:1:1:1内共振响应作用。     

1∶1内共振条件下受基础激励屈曲梁的非线性振动和分岔分析

研究两端固定屈曲梁这种同时含有2,3次非线性项的系统受基础简谐激励作用下的非线性振动响应及分岔演化过程。对屈曲梁的运动微分方程,利用Galerkin方法分离时间和空间变量,应用增量谐波平衡(IHB)法自动追踪屈曲梁的非线性振动响应的周期解和倍周期解,并用Floquet理论分析其解的稳定性。研究表明屈曲梁对称模态的固有频率随屈曲程度而变化,反对称模态的固有频率保持不变。研究发现基础简谐激励作用下,不同屈曲程度时存在两种截然不同的非线性现象:1)在非共振时,反对称模态未能被激发,系统经过发生倍周期分岔通向混沌运动;2)在1∶1内共振条件下,反对称模态在一定的频率区间里会被激发,系统发生Hopf分岔导致具有等间距边频带的准周期运动,最后至混沌运动。利用IHB法得到结果与用Runge-Kutta法得到的数值结果一致。     

内部激励下高速列车齿轮箱振动行为及轴承载荷特性实验研究EI北大核心CSCD

内部激励是影响高速列车齿轮箱振动及齿轮箱轴承动载荷的重要因素。借助齿轮箱传动系统试验台架,在多种扭矩与转速工况下,开展了高速列车齿轮箱箱体振动响应及齿轮箱轴承载荷测试试验。对各工况下齿轮箱不同部位的振动信号进行分析,发现特定转速下的齿轮啮合频率能够激发齿轮箱箱体的模态共振,而扭矩能够影响系统的频响特征。对加速工况下的齿轮箱振动加速度进行了阶次跟踪,并通过基于阶次的工作模态识别方法获取了齿轮箱箱体的模态参数,发现齿轮箱的工作模态振型导致了齿轮箱在不同转速下振动行为的差异。通过对比不同工况下齿轮箱振动加速度均方根和实测轴承载荷变异系数,建立了齿轮箱轴承载荷动态特性与齿轮箱振动行为间的对应关系。     

柔性机械臂的非线性振动分析

建立了由两个柔性杆和一个柔性饺链组成的柔性机械臂的动力学方程,利用非线性振动的平均法进行了摄动分析,求得了系统在主共振和多重共振下的定常解,发现系统在第二阶主共振和1∶2 内共振的情况下有内共振阈值和双拟饱和现象存在,增大低阶模态阻尼是抑制内共振、防止产生大幅低频振动的有效手段。     

直线运动柔性梁非线性动力学--组合参数共振与内共振联合激励

针对基础直线运动柔性梁，基于Kane方程建立了相应的非线性动力学方程。采用多尺度法并结合笛卡尔坐标变换，导出了系统受前两阶模态间3：1内共振及其组合参激共振时的非线性调制方程组，数值求解了该方程组的定常解及相应的稳定性问题。研究表明，系统的平凡响应与双模态非平凡响应共存，由内共振所产生的非平凡响应皆为不稳定的鞍点，平凡及非平凡解分支都存在Hopf分岔现象，一些稳定的极限环随参数变化最终经倍周期分岔后产生混沌运动。     

Simultaneous combination resonances in a parametrically excited cantilever beam

The effects of parametric excitation of a simple structure are such that very large responses may be generated in a plane perpendicular to that of the excitation as a result of relatively small accelerations, provided that the frequency of the excitation is related to that of the excited mode or modes in a certain manner. It is shown that it is possible for two or more resonances to be excited simultaneously, and that an effect generated by a weaker type of coupling can in fact modify that of a stronger coupling to a significant extent. A vertically oriented, thin and flexible cantilever beam of rectangular uniform cross-section with a lumped end inertia, is modelled both to first and second order of approximation, and theoretical and experimental results for the stability zoning of the resonances are presented. An additional model is proposed which examines the combined effect of two resonances for two tuning cases, and this is compared with measurements of vibratory responses and strain on an experimental system. It is thus shown that the theoretical model postulated for the simultaneous excitation of two resonances accurately predicts the observed behaviour of the laboratory system within a specific range of excitation accelerations.     

Buckling dynamics of imperfect Elastica subject to various loading conditions

Buckling dynamics of a pinned-pinned flexible imperfect beam attached to a sliding mass is investigated using nonlinear Elastica theory. Initially straight flexible buckling beam having pinned end boundary conditions loaded at one of its end with curved imperfection is considered. Large deflection analysis of flexible beam is studied using nonlinear Elastica theory. Imperfection analysis of the flexible beam is investigated considering the imperfection as an initial curvature. The governing differential equations are expressed in terms of nonlinear functions that are typical of flexible beams, generally leading to highly implicit relationships involving elliptic integrals and functions. Dynamic simulation of the flexible beam is studied using numerical simulation procedures with various types of loading (step, ramp, and sinusoidal) assuming this member buckles in its first mode. Dynamic response of the imperfect buckling Elastica has been obtained by using numerical Runge-Kutta methods. Load deflection characteristics of flexible beams are presented in polynomial curve fits. The polynomial curve fits obtained from nonlinear inextensible exact beam theory may then be used as the nonlinear lumped system stiffness. The buckling Elastica may find applications in compliant mechanism design. The motivation behind this research is not only to present the dynamic behavior of the buckling beam considering the magnitude of the imperfection but also to provide a tool to design new types of compliant mechanisms. Original compliant mechanism designs are presented demonstrating where the buckling dynamics of imperfect Elastica or flexible curved beams might be needed in mechanism design and synthesis.     

Nonlinear response of a vertically moving viscoelastic beam subjected to a fluctuating contact load

In the present work, the nonlinear response of a vertically moving viscoelastic beam subjected to a periodically varying contact load is investigated. The generalized Galerkin??s method is used to discretize the nonlinear partial differential equation of motion into the temporal equation of motion. The temporal equation of motion contains many nonlinear terms such as cubic geometric and inertial nonlinear terms, nonlinear damping term, and nonlinear parametric excitation terms in addition to forced excitation and parametric excitation terms. The first-order approximate solutions are obtained by using the method of multiple scales, and the stability and bifurcations of the obtained steady-state responses are studied. Extensive numerical simulations are presented to illustrate the influences of various types of system parameters for different resonance conditions. A significant amount of vibration reduction is obtained with the increase in the material loss factor. The results obtained by numerically solving the temporal equation of motion are found to be in good agreement with the results determined by the method of multiple scales. The obtained results are useful for reduction in the vibration of the viscoelastic flexible beam with prismatic joint or single-link viscoelastic Cartesian manipulator with payload subjected to a sinusoidally varying contact load.     

A new kind of energy transfer from high frequency mode to low frequency mode in a composite laminated plate

This paper brings to light a new type of nonlinear resonant motion in a fiber-reinforced composite laminated rectangular thin plate, which is not reported in other literature. The investigated system is a simply supported symmetric cross-ply composite laminated rectangular thin plate subjected to parametric excitation whose frequency is near to the first-order natural frequency of the plate. This new phenomenon demonstrates that the responses of a low-order frequency mode can be excited by those of a high-order frequency mode. The high-order frequency is the first-order natural frequency of the test plate, and the low-order frequency here is lower than the first-order nature frequency. Experimental research works on the nonlinear vibrations of the composite laminated rectangular thin plate have been carried out for the first time. It is found from the experimental results that the nonlinear dynamic responses consist of four modes, whose frequencies include a lower frequency than the first-order natural frequency, 1/3 sub-harmonic, 2/3 sub-harmonic and the first-order natural frequencies. In this case, the amplitude of the mode for lower frequency is larger than those of modes for the aforementioned frequencies. Moreover, the theoretical job goes to analyze this new phenomenon. An analytical mode is given to explain the interactions between the first-order mode and the lower-frequency mode observed in the experiment. Based on Reddy’s third-order shear deformation plate theory, the nonlinear governing equations of motion are formulated for the test plate under parametric excitation. Galerkin’s method is utilized to discretize the partial differential governing equations of motion for the composite laminated rectangular thin plate to a two-degree-of-freedom nonlinear system. The results of numerical simulations qualitatively agree very well with the experimental results. In addition, the multi-pulse chaotic motions are also found in numerical simulations.     

索-梁组合结构中拉索的非线性响应

研究由桥面振动引起的斜拉索参数共振和亚谐波共振问题。首先,建立索-梁组合结构力学模型,推导了考虑拉索初始垂度的索-梁组合结构非线性动力学方程。然后利用多尺度方法研究斜拉索的参数共振和亚谐波共振,并对稳态解的稳定性进行了分析。最后对斜拉索参数共振和亚谐波共振进行数值模拟,得到不同阻尼及不同初始条件下的拉索时间历程曲线。数值模拟结果表明斜拉索振幅与阻尼有关,但不受拉索初始条件影响。     

Winkler地基上材料非线性矩形薄板主参数共振研究

研究Winkler地基上材料非线性矩形薄板受参数激励的参数共振动问题。按照弹性力学理论建立Winkler地基上材料非线性矩形薄板受参数激励的动力学方程。利用Galerkin方法将其转化为非线性振动方程。应用非线性振动的多尺度法求得系统满足主参数共振条件的一次近似解，并进行数值计算，分析定常解的稳定性。给出主参数共振系统参数平面的分岔集和幅频响应方程的分岔图。分析激励、调谐值、阻尼系数、非线性参数、几何参数对共振响应曲线的影响。     

非线性弹性地基上矩形薄板的非线性振动与奇异性分析

研究非线性弹性地基上小挠度矩形薄板的非线性振动，应用弹性力学理论建立非线性弹性地基上小挠度矩形薄板受简谐激励作用的动力学方程，利用Galerkin方法将其转化为非线性振动方程。根据非线性振动的多尺度法求得系统主参数共振-主共振情况的一次近似解，并进行数值计算。分析了阻尼系数、地基系数、激励参数等对系统主参数共振-主共振的影响。系统主参数共振-主共振曲线均具有跳跃现象。随着阻尼、地基系数的改变，系统响应曲线具有“类软刚度特征”。随着参数激励幅值的改变，系统响应曲线具有“类硬刚度特征”。应用奇异性理论得到系统主参数共振-主共振稳态响应的转迁集和分岔图。