两端简支输液管道流固耦合振动分析

根据Hamilton原理推导出流固耦合自由振动变分方程，采用直接解法求解自由振动的固有频率、临界流速和临界压力的解析解表达式。讨论了流速、压力和简支长度的变化对管道固有频率的影响，分析了简支长度和压力的变化对临界流速的影响。     

气体输送管道减振方法研究

首先提出了流体输送管道振动的数学模型,重点推导了在周期激振力作用下管道振动的稳态响应关系式,在此基础上讨论了减振的两种重要方法,最后给出了工程应用实例,说明方法的有效性。     

高压氢气管道振动故障诊断与控制

通过对流体输送管道振动进行测试分析,确定管道振动原因为介质压力脉动与流量波动.根据振动为单频振动的特点,采用动力吸振的方法进行减振,通过计算机仿真计算后的动力吸振参数,经实践检验,减振效果良好.     

两端固支输流管道流固耦合振动的稳定性分析

根据Hamilton变分原理,建立了两端固支管道流固耦合振动的控制方程,用幂级数近似管道的振型函数,求得了方程的解析解,推导了管道固有频率、临界流速、临界压力的计算方法。最后,应用本文推导的计算方法,对一段典型飞机发动机输油管道进行了计算分析,研究了前两阶固有频率,临界流速、临界压力与流体压力、流速、管道固支长度之间的关系。     

一端固定一端简支输流管道流固耦合振动分析

根据Hamilton原理,建立了一端固定、一端简支输液管道的流固耦合振动控制方程,采用直接解法解出了管道自由振动的固有频率、临界压力和临界流速的表达式。对某采油树管道进行了流固耦合振动计算,分析了流体的流速和压力对管道固有频率的影响,得到了固有频率、临界压力和临界流速与管道长度、流体压力和流速之间的关系曲线。     

纺织机械变质量转子的振动机理分析

研究了纺织机械变质量转子系统的振动问题．首先建立了弹性支承变质量转子系统的力学模型和运动微分方程；然后，采用Ｒｕｎｇｅ－Ｋｕｔｔａ方法求解了多种参数下的自由振动和强迫振动．分析结果表明：变质量转子的自田振动是由转子质量大小变化引起的；强迫振动是由转子质量分布变化引起的；自由振动振幅随时间作单调变化；强迫振动振幅随时间作周期变化；弹性支承的弹性阻尼作用可以有效地抑制上述振动。     

管道振动及现场消振措施

引 言 压缩机及柱塞泵足化工工艺流程中不可缺少的主要动力设备,连接这些动力设备,输送流体的管道振动是常见现象。管道振动,就会影响正常的生产,甚至产生事故。为安全,稳定,长周期运行,就必须想法消除这些振动。     

IVMD对泵站管道振动响应趋势的预测分析

采用改进的变分模态分解(improved variational mode decomposition,简称IVMD)与支持向量机(support vector machine,简称SVM)相联合的方法,对泵站管道的振动响应趋势进行预测。首先,基于互信息准则确定IVMD的分解模态数,克服变分模态分解(variatronal mode decomposition,简称VMD)盲目选取分解参数的缺点,利用IVMD将机组和管道的振动序列分解为多个固态模量(intrinsic mode function,简称IMF),分别作为SVM模型的输入和输出;其次,利用粒子群优化(particle swarm optimization,简称PSO)分别寻找各模态分量对应SVM模型的最优参数并对各分量分别进行预测;最后,将各测点对应的IMFs预测结果重构作为最终的预测值。结合某大型泵站2号压力管道振动响应数据,分别采用IVMD-SVM,PSO-SVM和BP神经网络3种模型对管道振动响应趋势进行预测,并将预测结果进行对比分析。结果表明,IVMD-SVM模型得到的预测结果和实测值更加接近,计算精度更高,且误差较小,该方法对管道及类似工程结构的振动趋势预测具有一定的参考价值。     

输液管道流固耦合有限元分析

输液管道问题普遍存在于工程实践中,对管道的振动进行计算分析时,需要考虑输送液体与管道的相互作用。文中使用有限元软件ANSYS和流体动力学软件CFX,建立输液管道三维模型,通过两个软件之间的数据交换,进行流固耦合分析。分析斜坡流速冲击下的输液管道的振动特性,并计算半正弦波脉冲下的振动响应。计算管道的前十阶固有频率,发现当脉冲频率接近管道固有频率时会产生拍振现象。     

流体输送管道动力响应分析

流体输送管道是工程中广泛使用的系统元件,其动力特性直接关系到系统的安全可靠性,因此输流管道动特性研究正引起工程界愈来愈多的重视。本文分析研究了两端支承的长直输流管道的弯曲振动特性,运用模态截断法给出其数学模型的近似特征解。并在亚临界流速域对实际管道在不同支承情况的弯曲振动进行测试和模态分析,其结果与理论分析相符合。本文提出的管道振动研究方法适合于工程管道的振动和噪声分析和管系的优化设计。     

用直接法求解半圆形输液曲管的极限流速

根据D.Alembert原理导出了半圆形输液曲管弯曲-扭转-流体耦合问题的自由振动方程。对这类方程解耦而单独求出弯曲、扭转的解析解非常困难,于是介绍了一种近似计算方法--直接法。采用直接法,首先选取满足自然边界条件但不一定满足方程的试函数作为方程的近似解,并使误差在整个空间上加权累积为零,这可解释为广义力在虚位移上所做的虚功之和为零(平衡方程的弱积分)。而后求出了系统固有频率的近似解析公式,同时也得到了极限流速的近似解析公式。通过算例,分析了曲管中流体流速对系统固有频率的影响,得出了更为精确的结果。     

On the vibrations of three-dimensional angled piping systems conveying fluid

The vibrations of three dimensional angled pipe systems conveying fluid are studied by using the finite element method. Extended Hamilton's principle is applied to derive the equations of motion. The characteristics matries consisting of inertia, stiffness, and Coriolis terms are derived by variational method, in which the effects of the internal flow velocity and pressure are considered. The change of dynamic characteristics of the piping system due to the variation of flow velocity, pressure and the geometry of the system is investigated. As a result, it can be found that the natural frequency of the system decreases generally as the flow velocity and pressure increase and that the tendency is more significant as the geometry of the system is similar to the straight pipe.     

Dynamic analysis of Coriolis flow meter using Timoshenko beam element

Coriolis mass flow meter (CFM) is used to measure the rate of mass flow through a pipe conveying fluid. In the present work, the Coriolis effect produced in the pipe due to a lateral excitation is modeled using the finite element (FE) method in MATLAB©. The coupled equation of motion for the fluid and pipe is converted to FE equations by applying Galerkin technique. The pipe conveying fluid is excited at its fundamental natural frequency. The time lag observed between symmetrically located measurement points which are equidistant from the point of excitation, is utilized to predict the mass flow rate. The results predicted by the present code is validated using the experimental, and numerical results published in the literature. The main contribution is the development of a FE model, using three node Timoshenko beam element to analyse the dynamics of fluid conveying pipes subjected to external excitation. The direction of the Coriolis force is perpendicular to the plane containing the velocity of flow vector and angular velocity vector of the pipe. Hence a three dimensional FE model is essential. This model can include curved geometry, damping, velocity and gyroscopic effects for three dimensional flexible tubes. The reduced integration used for overcoming shear locking in two node elements, will result in the formation of spurious modes leading to an incorrect prediction of natural frequencies and velocity. These modes will not occur while using three node elements. Influence of spatial as well as temporal discretisation on the time lag and frequency are also discussed. The sensitivity analysis shows that the time lag varies linearly with the mass flow rate.     

Dynamic response of rotating flexible cantilever pipe conveying fluid with tip mass

In this study the vibration system is consisted of a rotating cantilever pipe conveying fluid and a tip mass. The equation of motion is derived by using the Lagrange's equation. Also, the equation of motion is derived applying a modeling method that employs hybrid deformation variables. The influences of the rotating angular velocity and the velocity of fluid flow on the dynamic behavior of a cantilever pipe are studied by the numerical method. The effects of a tip mass on the dynamic behavior of a rotating cantilever pipe are also studied. The influences of a tip mass, the velocity of fluid, the angular velocity of a cantilever pipe and the coupling of these factors on the dynamic behavior of a cantilever pipe are analytically clarified. The natural frequencies of a cantilever pipe conveying fluid are proportional to the angular velocity of the pipe and a tip mass in both axial direction and lateral direction.     

弹性地基上输送振荡流粘弹性管道的动力稳定性

基于线粘弹性理论,建立了弹性地基上输送振荡流粘弹性管道的运动微分方程,采用Galerkin法和解初值问题的Runge-Kutta法对含有周期系数的偏微分方程进行了求解。根据Floquet理论,研究了材料的量纲一延滞时间、量纲一流速以及量纲一刚度比对输送振荡流Kelvin-Voigt粘弹性管道动力不稳定区域的影响,给出了在这些参数变化时,频率比与激励参数平面上管道的动力稳定性区域和不稳定区域。     

广义边界下含双相流水平井钻柱频率特性分析

钻柱在内流作用和旋转因素的影响下容易产生耦合振动,发生疲劳失效。本文基于微分求积法（DQM）对含双相流水平井钻柱耦合动力学特性进行了研究。利用扩展的Hamilton变分原理建立了计入内流、轴向压力及旋转等因素影响的水平井钻柱动力学方程。在振动问题中考虑了广义边界条件,通过改变边界等效弹簧刚度将模型简化为简支、悬臂等简单边界条件模型进行研究。通过分析旋转角速度、轴向压力、液相流速、气体体积分数等因素对模型频率特性的影响,得到了无量纲固有频率随不同参数变化的特征曲线。分析结果表明：不同边界条件下模型的频率特性曲线有很大的差别;气体体积分数对临界流速的影响在悬臂管系统中表现的更为明显;在简支管模型中,随着轴力的增大会产生模态耦合颤振。此外,通过液相流速和旋转角速度的频率云图展示了两种因素对钻柱频率特性的影响。     

Dynamic behavior of cracked pipe conveying fluid with moving mass based on timoshenko beam theory

In this paper we studied about the effect of the open crack and the moving mass on the dynamic behavior of simply supported pipe conveying fluid. The equation of motion is derived by using Lagrange’s equation and analyzed by numerical method. The crack section is represented by a local flexibility matrix connecting two undamaged pipe segments i.e. the crack is modeled as a rotational spring. The influences of the crack severity, the position of the crack, the moving mass and its velocity, the velocity of fluid, and the coupling of these factors on the vibration mode, the frequency, and the mid-span displacement of the simply supported pipe are depicted.     

Transfer matrix modelling for the 3-dimensional vibration analysis of piping system containing fluid flow

For three dimensional vibration analysis of piping system containing fluid flow, a transfer matrix formulation is presented. The fluid velocity and pressure were considered, that coupled to longitudinal and flexural vibrations. Transfer matrices were derived from direct solutions of the differential equations of motion of pipe conveying fluids, and the variations of natural frequency with flow velocities for straight and curved pipes were investigated. The results were confirmed to the corrections of known data. The scheme of this study can be easily applied to the related fields, using small size personal computers with core memory about 200kbytes.     

两端固定输流管道的参数共振实验

将非接触式测振方法引入到输流管道的参数共振问题的实验研究。首先,通过激光测振技术获取了实验管道中部在脉动流激励下的振动信息;其次,通过确定管道振动频谱图中1/2倍频出现和消失时对应的激励频率,并在多组测试结果的基础上拟合出了管道第一振型1/2次谐波参数共振区域,且实验结果与利用平均法计算得到的理论结果定性一致;最后,对实验结果的误差成因进行了较深入地分析。得到如下结论：在一定平均流速下,两端固定管道在适当脉动幅值和脉动频率下可以发生参数共振现象,且参数共振区域的位置与流速关系较大;管道实际发生参数共振的范围要大于理论计算结果,这可能与选用平均法进行理论计算有关。