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1.
荷载影响结构的振动特性,引起抗振性能的变化.借助声子晶体理论,研究弹性地基梁的带隙特性,建立了轴向力作用时Winkler地基上声子晶体Euler梁弯曲振动模型,采用改进的传递矩阵法,计算出梁的能带结构,判断出能带结构的变化趋势.研究表明,轴力改变能带结构,带隙范围发生变化.拉力提升带隙,但地基带隙保持不变;压力降低带隙频率,地基带隙随着压力的增加而减小.同时,进行Euler模型的数值模拟,仿真的结果与理论值基本吻合.通过轴力可以调节带隙的频率范围,达到抗振、减振的效果.  相似文献   

2.
本文采用二次回归正交组合设计的原理,在M2摩擦试验机上,对消除低速滑动时的摩擦振动所需要的激振力与试验机系统参数之间的关系,进行了多因素优化试验回归,得到了二者之间的非线性回归方程.利用方程能对试验机在各种系统参数组合下需要的激振力作出比较准确的预报,使激振消除摩擦振动这一新技术,在摩擦试验机上得到了更为有效的应用.  相似文献   

3.
基于非线性能量阱的双频激励非线性系统减振   总被引:2,自引:1,他引:1       下载免费PDF全文
孙斌  吴志强 《应用数学和力学》2017,38(11):1240-1250
针对某型民用航空发动机双频带激励特点,建立了单自由度线性振子耦合非线性能量阱(nonlinear energy sink,NES)的动力学模型.根据典型双转子发动机在巡航状态下低、高特征频率比(1∶4.74),为系统设定双频带简谐外激励.利用四阶Runge-Kutta算法,研究了耦合NES振子时系统的振动抑制特征,并从外激励频率对系统主振子动能、系统总体能量的影响等方面,与未耦合NES系统、耦合线性动力吸振器两种情况下的数值计算结果进行对比分析.研究结果表明NES对双频带外激励具有更好的振动抑制效果,用NES降低航空发动机振动有可行性.  相似文献   

4.
考虑索的抗弯刚度、垂度及几何非线性的影响,得出了索-阻尼器系统的空间非线性振动偏微分方程,用中心差分法将偏微分方程在空间内离散,导出了系统的非线性振动常微分方程组.结合Newmark法及虚拟力法提出了一种用于求解非线性振动瞬态响应的杂交分析算法.并以典型的斜拉桥拉索为研究对象,给出了数值算例,并与Runge-Kutta直接积分法进行了比较,说明了杂交算法的准确性及有效性.为大跨斜拉桥拉索的振动控制研究提供了一种简便、有效、快速的时程分析方法.  相似文献   

5.
研究由多刚体组成的带刚性限位的双层隔振系统,对其冲击后受到周期性外激励和低强度噪声扰动共同作用下可能会产生的碰撞进行了分析.基于单向约束多体动力学理论,导出了此隔振系统的最大Poincar啨映射,建立了其冲击后的零次近似随机离散模型和一次近似随机离散模型.通过对一MTU公司的柴油机隔振系统冲击作用后振动响应的调查指出,由于可能发生间歇性碰撞,该系统呈现复杂的非线性特性.零次近似模型和一次近似模型有较大的区别,低强度的噪声也会对系统产生较大的影响.得到的结果对如何正确设计带刚性限位的双层隔振系统提供了理论参考依据.  相似文献   

6.
针对含操纵系统间隙的飞机操纵面进行了振动及颤振特性研究。在飞机GVT试验中,对含间隙的副翼采用渐进加力和施加预载两种方式进行旋转模态测试;然后采用等效线性化方法对试验结果进行模拟,并利用Zaero软件分析其颤振特性。研究结果表明GVT结果与FEM模型分析有较好的一致性,由于间隙非线性的存在,导致副翼旋转频率降低,并且在分析颤振特性时发现预载荷对颤振速度有很大影响。  相似文献   

7.
时滞影响下受控斜拉索的参数振动稳定性   总被引:1,自引:0,他引:1       下载免费PDF全文
研究了轴向激励作用下受控斜拉索系统主参数共振的时滞效应,考虑了拉索垂度和几何非线性的影响,基于Hamilton变分原理建立了受控斜拉索系统轴向激励下的非线性参数振动方程,利用Galerkin方法得到时滞动力系统,运用多尺度法对受控系统的主参数共振进行了分析,得到了不同时滞值、控制增益时参数振动稳定域和受控拉索的时程曲线.研究表明,时滞影响下斜拉索振动控制系统的效果变差,参数共振的稳定域发生偏移,对受控斜拉索系统的控制效果随着时滞的增大而变差,从而对控制系统的参数设计起到指导作用.  相似文献   

8.
弹流润滑条件下表面形貌对摩擦噪声的影响   总被引:1,自引:0,他引:1       下载免费PDF全文
研究了弹流润滑状态下表面形貌对摩擦噪声的影响.通过激光微加工方法在金属圆盘试件表面上制造了两种沟槽型织构表面形貌,在双盘摩擦磨损试验机上对不同表面形貌进行了摩擦噪声和摩擦特性试验,分析了线接触弹流润滑条件下不同工况和表面形貌影响摩擦噪声的机理,并结合有限元分析对结论加以验证.结果表明:载荷和转速的变化对线接触摩擦噪声有明显影响,由于线接触副工作在部分膜弹流润滑状态下,所以摩擦噪声的特性与干摩擦时类似,摩擦因数较大的表面会辐射出更强的摩擦噪声;特定结构的表面形貌能改善表面润滑特性,有效降低摩擦噪声声压级,沟槽型织构的存在可以打断接触区域应力分布,减轻接触面微凸体碰撞作用,从而降低了表面自激振动,同时合适的表面形貌结构也有利于润滑油膜的形成,减小了系统的摩擦能量,达到降低摩擦噪声的效果.  相似文献   

9.
修正迭代法在波纹圆板非线性振动问题中的应用   总被引:1,自引:0,他引:1  
在本文中,我们将修正迭代法成功地推广运用于全波纹圆板的非线性振动问题的研究,获得了全波纹圆板的非线性振频和振幅的解析关系式.本文还讨论了波纹圆板的几何参量对其振动特性的影响,本文结果对精密仪器弹性元件的设计具有一定的实际意义.  相似文献   

10.
计算了带斜拉索的索结构在面内振动的近似特征频率,该索结构的不同位置还带有质点.发现经典传递矩阵法已不足以解决此问题,因此采用较大的外矩阵来确定特征频率方程.然后在对外矩阵渐近估计的基础上,确定一般索结构的动力学性能.  相似文献   

11.
不同索力斜拉索的主共振瞬时相频特性   总被引:1,自引:1,他引:0       下载免费PDF全文
考虑拉索垂度及几何非线性,研究了不同索力拉索的瞬时相频特性。利用斜拉索面内分布激励下的运动控制方程,采用多尺度法对微分方程进行摄动求解,分别得到面内、外主共振响应的近似解析式,再采用Hilbert变换得到响应与激励的瞬时相位差及其幅值。研究了不同索力下,响应与激励的瞬时相位差的变化规律及其原因。研究表明:面外主共振响应与激励间保持恒定的相位差,而面内响应与激励的瞬时相位差与索弹性参数和垂度等有关,微小的索力变化可能导致瞬时相频特性的明显改变。主要原因是面内响应的近似解中存在两倍频项和漂移项,前者使响应瞬时相位在单个周期内出现两次正负交替,后者决定面内响应与激励瞬时相位差的最大值及其变化规律。  相似文献   

12.
The possibilities of computational methods for assessing the response of cable supported bridges under wind action are considered in this work. The main objective is to study the possibilities of substituting wind tunnel campaigns by computer based analyses, particularly at the early design stage. The preliminary proposed design for a continuous cable-stayed bridge with two main spans of 650 m and a single box girder deck has been considered as a case study. The force coefficients of the deck cross-section have been computed and the unsteady response associated to vortex-shedding has been simulated using CFD commercial software. Furthermore, an in-house piece of software has been employed to obtain the response for flutter and buffeting phenomena adopting the hybrid approach; with that purpose the experimental flutter functions of a similar box girder deck were adopted. The computational results have been validated by comparison with similar experimental results published by other researchers. It has been verified that the set of adopted methods offers reliable results with moderate costs; therefore, the proposed approach is very suitable at the early design stage of long span bridges or at conceptual design works.  相似文献   

13.
A theoretical dynamic model of a multi-segment mass-carrying cable system with multiple pulley supports is derived. Unlike many existing analytical cable models, the relative movement between the cable and pulley supports is considered here. The cable is modeled as a combination of a number of segments connecting the mass and the pulley supports. The Hamilton principle is used to account for the relative moving boundaries between the cable and the pulley supports. From the continuity conditions, boundary conditions and force equilibrium conditions, the non-dimensional unforced undamped characteristic equation is obtained. The natural vibratory characteristics for this kind of cable are also determined. The effects of the mass ratio and sag-to-span ratio on the frequency spectra are studied. The Pareto chart of the fundamental frequency of the multi-segment cable is examined. The results show that the frequencies are either sensitive to or independent of non-dimensional parameters in certain parameter ranges. Veering phenomena also appear between the frequencies of two approaching modes.  相似文献   

14.
This research presents a comparative analysis of the wind speed forecasting accuracy of univariate and multivariate ARIMA models with their recurrent neural network counterparts. The analysis utilizes contemporaneous wind speed time histories taken from the same tower location at five different heights above ground level. A unique aspect of the study is the exploitation of information contained in the wind histories for the various heights when producing forecasts of wind speed for the various heights. The findings indicate that multivariate models perform better than univariate models and that the recurrent neural network models outperform the ARIMA models. The results have important implications for a variety of engineering applications and business related operations.  相似文献   

15.
考虑了风速分布的季节性差异和风速的随机变化的影响、风电机组的实际功率特性、风电场尾流效应以及风电机组故障状况,建立了风电场可靠性模型.根据某海上风电场实测数据进行数值仿真实验,结果验证了模型的正确性和有效性.模型为进一步研究大规模风电并网以及风电场功率预测等问题打下了基础.  相似文献   

16.
Aerostats are lighter-than-air vehicles tethered to the ground by a cable and used for broadcasting, communications, surveillance, and drug interdiction. The dynamic response of tethered aerostats subject to extreme atmospheric turbulence often dictates survivability. This paper develops a theoretical model that predicts the planar response of a tethered aerostat subject to atmospheric turbulence and simulates the response to 1000 simulated hurricane scale turbulent time histories. The aerostat dynamic model assumes the aerostat hull to be a rigid body with non-linear fluid loading, instantaneous weathervaning for planar response, and a continuous tether. Galerkin’s method discretizes the coupled aerostat and tether partial differential equations to produce a non-linear initial value problem that is integrated numerically given initial conditions and wind inputs. The proper orthogonal decomposition theorem generates, based on Hurricane Georges wind data, turbulent time histories that possess the sequential behavior of actual turbulence, are spectrally accurate, and have non-Gaussian density functions. The generated turbulent time histories are simulated to predict the aerostat response to severe turbulence. The resulting probability distributions for the aerostat position, pitch angle, and confluence point tension predict the aerostat behavior in high gust environments. The dynamic results can be up to twice as large as a static analysis indicating the importance of dynamics in aerostat modeling. The results uncover a worst case wind input consisting of a two-pulse vertical gust.  相似文献   

17.
When a wind causes freezing fog or supercooled cloud dropletsto impinge on a cable, a spike of rimed ice, roughly ellipticalin shape, will grow outwards into the wind. The location andhistory of the ice front is determined for various wind speeds,cable radii and a specified water content of the air.  相似文献   

18.
以南京第四长江大桥扁平箱梁为研究对象,通过节段模型自由振动风洞试验详细测试了模型在不同风攻角下的颤振响应,探讨了系统非稳态及稳态临界振幅随风速的演化规律.首先,基于颤振响应振幅包络,结合Hilbert变换,识别了系统振幅依存的模态阻尼,并初步阐释了颤振形态随风攻角转变的机理.其次,提取了系统在不同风攻角下的模态参数,基于双模态耦合闭合解法,识别了断面在不同风攻角下的非线性颤振导数,研究了关键颤振导数振幅依存性随风攻角变化的规律及对断面颤振形态和特性的潜在影响.最后,通过逐项拆解模态阻尼,深入剖析了风攻角对非耦合及耦合气动阻尼的影响,并阐明了分项阻尼导致系统颤振性能差异性的动力学机理.  相似文献   

19.
Poots & Rodgers (1976) gave analytical and numerical resultson the icing of a cable having circular cross-section. The windcarrying freezing fog or supercooled cloud droplets impingeson the cable and a spike of rime ice grows outward into thewind. A linear Stokes law of resistance was assumed in calculatingthe drag force on individual droplets. Consequently the theoreticalpredictions on ice accretion are shown to be restricted to smallcable radii and high wind speeds (i.e. for large Stokes number). The purpose of this paper is to give detailed numerical solutionsfor ice accretion on cables of various cross-sections. Empiricaldrag formulae for droplets in motion, with local Reynolds numbersup to 102, are now employed in the numerical solution of droplettrajectories and impaction velocities on the ice accretion surface.Cables having circular, elliptical, square, and equilateraltriangular cross-section are investigated; also included areresults for a cylinder of elliptic cross-section the major axisof which is aligned at an angle to the upstream wind direction.For fixed wind speed and cable size and cross-section the massof ice accreted is given as a function of the time. These resultsare relevant to the evolution of ice accretion on structures.  相似文献   

20.
The structural possibilities of decreasing the compliance of a composite saddle-shaped cable roof having a compliant support contour are investigated. The use of a supporting contour consisting of cables joined together with tie-bars is considered as a structural method enabling one to decrease the compliance of the roof. Each cable of the support has its own initial flexure. The method is most efficient from the viewpoint of material consumption per unit of covered area relative to the increasing rigidity and prestress level of the cable net.The efficiency of the method was evaluated by a numerical experiment, which was carried out for a composite saddle-shaped cable roof 50 × 50 m in the plan. The roof was formed by two orthogonal cable groups joined with a compliant supporting contour. A hybrid composite cable based on a carbon-fiber-reinforced plastic, a glass-fiber-reinforced plastic, and steel was considered as a material for the cable net in combination with steel. The material consumption and the maximum vertical displacement of the cable net in relation to the initial geometrical characteristics of the supporting contour were obtained. A possibility of decreasing the maximum vertical displacements of the roof by 8% was established.  相似文献   

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