外挂物对大展弦比直机翼颤振特性的影响

为提高带外挂物大展弦比直机翼的颤振速度,基于假设模态法提出一种带集中质量弯扭组合梁模态分析手段,结合片条理论考察外挂物不同质量及布置形式对机翼颤振特性的影响。首先,基于弯扭组合梁建立带外挂物大展弦比直机翼的结构动力学模型,并利用假设模态法得到其弯曲和扭转模态。其次,引入片条理论近似计算有限翼展升力面的气动力,调整外挂物的质量、数目及其在机翼展向和弦向的相对位置,得到外挂物对机翼颤振特性的影响规律。最后,利用在机翼前缘附近悬吊小质量外挂物可提高机翼颤振速度的优势,探究颤振速度恢复方法并提出颤振速度恢复的优化问题,使得携带外挂物的机翼与不携带外挂物的机翼颤振速度基本相同。研究结果表明,外挂物的不同悬挂方式可引起机翼颤振模态的跳转,在以俯仰为颤振主模态的机翼上可调整外挂物位置以恢复原机翼的颤振速度。     

颤振的增益调度控制实验研究

本文对机翼外挂系统颤振的半主动抑制实验进行了研究分析,在引入电磁阻尼器对风振控制的同时,根据增益调度控制原理设计并制造了控制系统,在风洞实验中实现了电磁阻尼器对系统的颤振半主动抑制,为颤振抑制的实现又提供了一种实验的方法。     

基于传递函数法的带多个外挂机翼颤振分析

基于带外挂机翼结构和气动特点，使用带有半解析半数值特性的传递函数方法进行处理．首先，通过机翼的运动微分方程、二元机翼非定常气动力Therdorson 模型、结合外挂挂载处的内力平衡与位移状态条件，得到了三维的带多个外挂大展弦比机翼的颤振微分方程．进而，使用传递函数方法，先将颤振计算方程整理成为状态空间方程形式，结合求解复特征值的方法，完成了带多个外挂大展弦比机翼的动气动弹性稳定性分析．对比已有文献的计算结果以及通过有限元方法进行的仿真结果，证实了文章所提计算方法的准确性和高效性，结合传递函数方法的优势，进一步将文章方法拓展到机翼的固有频率和发散速度求解．文章结尾，分析了外挂数量、外挂质量、转动惯量及位置分布等变量对带多个外挂大展弦比机翼的动气动弹性稳定性的影响．     

复合材料机翼/外挂系统颤振特性分析

综合考虑复合材料机翼的材料耦合和几何耦合的特点,利用Hamilton原理建立了非定常气动力作用下复合材料机翼/外挂系统的气动弹性运动方程。采用微分求积法进行离散,运用MATLAB语言编程对系统响应进行数值仿真。计算结果表明:用微分求积法计算复合材料机翼的颤振特性是可行的;随材料耦合刚度的增加,机翼的颤振临界速度出现了双峰值;而对于复合材料机翼/外挂系统,颤振临界速度随材料耦合刚度的变化规律较为复杂,与外挂参数的设置相关。     

高速小展弦比机翼颤振的微分求积法分析

引入微分求积法,分析高速小展弦比机翼的气动弹性问题。将小展弦比机翼等效为悬臂板,基于一阶活塞气动力理论建立机翼颤振偏微分方程,采用微分求积法将偏微分方程转化为常微分方程,根据频率重合理论对颤振问题进行求解。分析了机翼的固有频率及颤振速度,并与有限元软件计算结果进行比较,误差在2％以内,很好的验证了微分求积法求解小展弦比机翼颤振问题的有效性。分析了机翼面积、展弦比及厚度对颤振速度的影响,结果表明,小展弦比机翼的颤振速度受结构尺寸的影响较大,颤振速度随面积和展弦比的增大而减小,随机翼厚度的增大而增大。     

机翼/外挂颤振主动抑制的控制律研究

本文介绍了对机翼/外挂系统的颤振抑制控制律的研究。并用三种控制律的结果进行了风洞实验验证。结果表明:控制律的设计是成功的,理论计算与实验结果吻合良好。 文中重点介绍了两种控制律,它们都是以现代控制理论为基础。首先,把最优控制理论与颤振分析的状态空间法相结合,得到状态反馈。然后导出不同的输出反馈。文中,还讨论了该系统的阵风减缓和稳定裕度。 为对比起见,还给出了在同一模型上,用气动能量概念方法导出的控制律。由此,可看出它们在颤振抑制效益上的差异。     

翼-身-外挂物的空气动力干扰

细长体理论在飞行器空气动力估算中起着重要作用。本文考虑细长机翼—机身—外挂物组合体,机身与外挂物皆为圆形截面。坐标轴系与横截面形状见图1(a),用R和Υ分别表示机身与外挂物的当地半径,S为机翼当地半翼展。按照细长体理论,任一横截面之     

利用不对称外挂提高飞机颤振速度的方法研究

根据模态局部化理论及颤振模态的转变机理，详细研究了不对称外挂颤振这一重要的飞机工程问题。系统讨论了利用不对称外挂提高飞机颤振速度的条件，为飞机抗颤振设计提供了一条新途径。     

一种新型外挂物动力学计算模型

翼下外挂物是现代作战飞机的必不可少的装备,由于其非线性环节多,一般的有限元模型不能很好地反映它的动力特性.本文通过计算和试验研究,探索出一种新的外挂物建模方法,并用于某型飞机机翼带外挂物振动特性计算.实践表明,这种外挂物有限元模型是适合工程应用的简洁明了的模型.     

基于非定常N-S方程的三维机翼颤振特性研究

本研究采用N-S方程为控制方程,求解三维机翼的非定常气动力,并与颤振方程耦合迭代计算,求解机翼广义坐标响应的时间历程,根据广义坐标的时间历程的衰减、等幅和发散振荡等情况确定机翼颤振临界条件.以某导弹翼面作为算例,计算结果与实验结果和理论分析相吻合.     

Parametric studies on relationships between flutter derivatives of slender bridge （Ⅱ）

Based on curve fitting of coefficients of three component forces of the Messina Straits Bridge, and the previously proposed semi-analytical expressions of flutter derivatives of flexible structure, the change of flutter derivatives of slender bridge cross-section with respect to its aerodynamic center, rotational speed and angle variation is studied using a parametric method. The calculated results are compared with the measured ones, and expressions of flutter derivatives of the Messina Straits Bridge are derived. The intrinsic relationships existing in flutter derivatives are validated again. It is shown that the influence of the rotational speed on flutter derivatives is not negligible. Therefore, it provides an additional semi-analytical approach for analyzing flutter derivatives of the bridge with streamlined cross-section to get its aerodynamic information.     

大跨度桥梁多模态耦合颤振DTMD控制研究

DTMD是一种具有双频率的调谐质量阻尼器,与普通TMD相比,可以同时实现对主梁竖向和扭转运动的控制,具有较高的控制效率。本文基于多模态耦合颠振理论,导出带有DTMD的桥梁颠振系统运动微分方程,采用PK—F法求解系统颠振运动微分方程,并编制了多模态耦合颠振DTMD控制和参效分析程序,以崖门斜拉桥为算例,分析了DTMD对桥梁颤振控制的有效性并与普通TMD进行了对比,计算结果表明与传统TMD相比,DTMD对桥梁颠振具有更高的控制效率。     

On bimodal flutter behavior of a flexible airfoil

The dynamic aeroelastic behavior of an elastically supported airfoil is studied in order to investigate the possibilities of increasing critical flutter speed by exploiting its chord-wise flexibility. The flexible airfoil concept is implemented using a rigid airfoil-shaped leading edge, and a flexible thin laminated composite plate conformally attached to its trailing edge. The flutter behavior is studied in terms of the number of laminate plies used in the composite plate for a given aeroelastic system configuration. The flutter behavior is predicted by using an eigenfunction expansion approach which is also used to design a laminated plate in order to attain superior flutter characteristics. Such an airfoil is characterized by two types of flutter responses, the classical airfoil flutter and the plate flutter. Analysis shows that a significant increase in the critical flutter speed can be achieved with high plunge and low pitch stiffness in the region where the aeroelastic system exhibits a bimodal flutter behavior, e.g., where the airfoil flutter and the plate flutter occur simultaneously. The predicted flutter behavior of a flexible airfoil is experimentally verified by conducting a series of systematic aeroelastic system configurations wind tunnel flutter campaigns. The experimental investigations provide, for each type of flutter, a measured flutter response, including the one with indicated bimodal behavior.     

Parametric studies on relationships between flutter derivatives of slender bridge (Ⅱ)

Based on curve fitting of coefficients of three component forces of the Messina Straits Bridge, and the previously proposed semi-analytical expressions of flutter deriva-tives of flexible structure, the change of flutter derivatives of slender bridge cross-section with respect to its aerodynamic center, rotational speed and angle variation is studied using a parametric method. The calculated results are compared with the measured ones, and expressions of flutter derivatives of the Messina Straits Bridge are derived. The in-trinsic relationships existing in flutter derivatives are validated again. It is shown that the influence of the rotational speed on flutter derivatives is not negligible. Therefore, it provides an additional semi-analytical approach for analyzing flutter derivatives of the bridge with streamlined cross-section to get its aerodynamic information.     

大跨度桥梁多模态耦合颤振的TMD控制

推导了装有TMD的结构在气动自激力作用下的动力微分方程,基于模态空间中多模态耦合颤振分析手段,运用考虑安装TMD的多模态自动分析法对结构-TMD系统进行了颤振分析和TMD控制分析,使多模态自动分析法能适用于TMD颤振控制分析,避免了双参数搜索和迭代计算,提高了计算效率。对某在建三塔悬索桥进行了原结构颤振分析和TMD-结构颤振频域分析,探讨TMD控制参数对颤振临界风速的影响。     

Parametric studies on relationships between flutter derivatives of slender bridge （Ⅰ）

Relationships between flutter derivatives of slender bridge are investigated based on our previously proposed semi-analytical flutter derivatives of flexible structure. The intrinsic relations are validated with test data of flutter derivatives of two bridges. Changes in flutter derivatives with the aerodynamic center, rotation speed, and angle variation are also studied by using a parametric method. The results show correctness of the proposed expressions of flutter derivatives given by authors in Ref. [1], and indicate that certain relations exist between these derivatives. It is also shown that semi-analytical flutter derivatives are applicable to bridges with a streamlined cross-section.     

高速飞行器壁板颤振的分析模型和分析方法

壁板颤振是壁板结构在高速气流中产生的一种自激振动,在超声速和高超声速飞行器上特别容易发生这种现象。壁板颤振引发的非线性振动将对高速飞行器结构的疲劳强度、飞行性能和飞行安全带来不利的影响。随着高速飞行器设计中各项研究工作的开展,壁板颤振问题受到了到越来越多的重视。本文阐述了目前国内外学者在高速飞行器壁板颤振分析领域的研究现状及壁板颤振研究中常用的六种分析模型,并根据壁板颤振分析中使用的结构理论和气动力理论,详述了这种分类的依据。文中还介绍了温度、气流偏角、壁板几何尺寸及边界条件对壁板颤振的影响规律和目前常用于分析壁板颤振问题的频域和时域方法,总结了各种分析方法的优缺点。最后归纳了目前在高速飞行器壁板颤振研究中得出的几个重要结论,提出了今后在高速飞行器壁板颤振研究中需要解决的若干问题。     

适用于几何非线性气动弹性分析的结构动力学降阶模型方法研究

几何非线性是壁板颤振和大展弦比机翼气动弹性等问题的一个主要特征,在进行数值仿真分析时往往需要采用商业非线性有限元求解器,存在计算量大和耦合迭代策略不易控制等问题。本文发展了一种适用于几何非线性的结构动力学降阶模型(CSD-ROM),利用广义坐标的非线性多项式表征非线性内力,采用参数识别方法获取多项式系数,并通过增加额外的线性模态来改善模型预测精度。基于此方法,分别针对壁板颤振、切尖三角翼的CFD/CSD-ROM非线性颤振问题开展了时域响应分析。计算结果表明,通过CSD-ROM计算出的壁板颤振速度为590 m/s,颤振频率为174 Hz,与有限元结果误差分别为0.8%和1.7%。马赫数0.879时切尖三角翼的颤振动压预测结果为2.25 psi,与非线性有限元相比的误差为3.8%。本文采用的非线性和线性模态基底组合方法,在保证计算精度的基础上可有效降低训练样本数量,一定程度上可替代非线性有限元开展气动弹性分析。