Adjacent mode resonance of a hydraulic pipe system consisting of parallel pipes coupled at middle points

The coupling vibration of a hydraulic pipe system consisting of two pipes is studied.The pipes are installed in parallel and fixed at their ends,and are restrained by clips to one bracket at their middle points.The pipe subjected to the basement excitation at the left end is named as the active pipe,while the pipe without excitation is called the passive pipe.The clips between the two pipes are the bridge for the vibration energy.The adjacent natural frequencies will enhance the vibration coupling.The governing equation of the coupled system is deduced by the generalized Hamilton principle,and is discretized to the modal space.The modal correction is used during the discretization.The investigation on the natural characters indicates that the adjacent natural frequencies can be adjusted by the stiffness of the two clips and bracket.The harmonic balance method(HBM)is used to study the responses in the adjacent natural frequency region.The results show that the vibration energy transmits from the active pipe to the passive pipe swimmingly via the clips together with a flexible bracket,while the locations of them are not node points.The adjacent natural frequencies may arouse wide resonance curves with two peaks for both pipes.The stiffness of the clip and bracket can release the vibration coupling.It is suggested that the stiffness of the clip on the passive pipe should be weak and the bracket should be strong enough.In this way,the vibration energy is reflected by the almost rigid bracket,and is hard to transfer to the passive pipe via a soft clip.The best choice is to set the clips at the pipe node points.The current work gives some suggestions for weakening the coupled vibration during the dynamic design of a coupled hydraulic pipe system.

ANALYSIS OF COUPLED-MODE FLUTTER OF PIPES CONVEYING FLUID ON THE ELASTIC FOUNDATION

The governing equation of solid-liquid couple vibration of pipe conveying fluid on the elastic foundation was derived. The critical velocity and complex frequency of pipe conveying fluid on Winkler elastic foundation and two-parameter foundation were calculated by po,ver series method. Compared,with pipe without considering elastic foundation, the numerical results show that elastic foundation can increase the critical flow velocity of static instability and dynamic instability of pipe. And the increase of foundation parameters may increase the critical flow velocity of static instability and dynamic instability of pipe, thereby delays the occurrence of divergence and flutter instability of pipe. For higher mass ratio beta, in the combination of certain foundation parameters, pipe behaves the phenomenon of restabilization and redivergence after the occurrence of static instability, and then coupled-mode flutter takes place.

Burning Cave-Pipe Coil-Kang Coupled Heating System Research

Nowadays,people still rely on traditional heating methods in rural areas of northern China,such as Kang(bed-stoves) and burning caves in cold winter.Field measurements of indoor environment were carried out in several rural houses with burning-cave-coil-Kang coupling heating system in northern China.The results show that this system is able to realize the graded use of internal energy of burning cave.The temperature of supply pipe water ranged from 30 ℃ to 50 ℃ which met the demands in 74.7% of time.The surface temperature of Kang maintained at above 25 ℃.Compared with traditional burning cave,using burning-cave-coil-Kang coupled with heating system has a higher thermal efficiency of 48.9%,which is 8.32% higher than the traditional one.

RESEARCH ON SOLID-LIQUID COUPLING DYNAMICSOF PIPE CONVEYING FLUID

On the basis of Hamilton principle. the equation of sonlid-liquid coupling vibration of pipe conveying fluid is deduced. An asymmetrical sonlid-liquid coupling damp matrix and a symmetrical solid-liquid coupling Stiffness matrix are obtained. Using QR method , pipe’s nature frequencies are calculated. The curves of the first four orders of natural frequency-flow velocity of pipe waw given .The influence of flowing velocity ,pressure, solid-liquid coupling damp and solid-liquid coupling stiffness on natural frequency are discussed respectively.The dynamic respondence of the pipes for stepload with different flow velocity are calculated by Newmark method .It is found that,with the flow velocity increased, the nature frequency of the pipes reduced, increased,reduced again and so on.

Improved frequency modeling and solution for parallel liquid-filled pipes considering both fluid-structure interaction and structural coupling

The dynamic characteristics of a single liquid-filled pipe have been broadly studied in the previous literature.The parallel liquid-filled pipe(PLFP)system is also widely used in engineering,and its structure is more complex than that of a single pipe.However,there are few reports about the dynamic characteristics of the PLFPs.Therefore,this paper proposes improved frequency modeling and solution for the PLFPs,involving the logical alignment principle and coupled matrix processing.The established model incorporates both the fluid-structure interaction(FSI)and the structural coupling of the PLFPs.The validity of the established model is verified by modal experiments.The effects of some unique parameters on the dynamic characteristics of the PLFPs are discussed.This work provides a feasible method for solving the FSI of multiple pipes in parallel and potential theoretical guidance for the dynamic analysis of the PLFPs in engineering.

An Analysis of Structural-Acoustic Coupling Band Gaps in a Fluid-Filled Periodic Pipe

A periodic pipe system composed of steel pipes and rubber hoses with the same inner radius is designed based on the theory of phononic crystals. Using the transfer matrix method, the band structure of the periodic pipe is calculated considering the structural-acoustic coupling. The results show that longitudinal vibration band gaps and acoustic band gaps can coexist in the fluid-filled periodic pipe. The formation of the band gap mechanism is further analyzed. The band gaps are validated by the sound transmission loss and vibration-frequency response functions calculated using the finite element method. The effect of the damp on the band gap is analyzed by calculating the complex band structure. The periodic pipe system can be used not only in the field of vibration reduction but also for noise elimination.

WAVE-SOIL-PIPE COUPLING EFFECT ON SUBMARINE PIPELINE ON-BOTTOM STABILITY

Wave-soil-pipe coupling effect on the untrenched pipeline stability on sands is for the first time investigated experimentally. Tests are conducted in the U-shaped water tunnel, which generates an oscillatory how, simulating the water particle movements with periodically changing direction under the wave action. Characteristic times and phases during the instability process are revealed. Linear relationship between Froude number and non-dimensional pipe weight is obtained. Effects of initial embedment and loading history are observed. Test results between the wavesoil-pipe interaction and pipe-soil interaction under cyclic mechanical loading are compared. The mechanism is briefly discussed. For applying in the practical design, more extensive and systematic investigations are needed.

FEM-BEM Coupling for the MHD Pipe Flow in an Exterior Region

In this study, the magnetohydrodynamic (MHD) flow through a circular pipe under the influence of a transverse mag- netic field when the outside medium is also electrically conducting is solved numerically by using FEM-BEM coupling approach. The coupled partial differential equations defined for the interior medium are transformed into homogenous modified Helmholtz equations. For the exterior medium on an infinite region, the Laplace equation is considered for the exterior magnetic field. Unknowns in the equations are also related with the corresponding Dirichlet and Neumann type coupled boundary conditions. Unknown values of the magnetic field on the boundary and for the exterior region are obtained by using BEM, and the unknown velocity and magnetic field inside the pipe are obtained by using SUPG type stabilized FEM. Computations are carried for very high values of magnetic Reynolds numbers Rm1, Reynolds number Re and magnetic pressure Rh of the fluid. The results show that using stabilized method enables us to get stable and accurate numerical approximations consistent with the physical configuration of the problem over rough mesh which also results a cheap computational cost.

基于物质点-特征有限元耦合方法的向后侵蚀管涌模拟

向后侵蚀管涌是汛期堤坝中一种常见的渗透破坏形式,多发生在下游存在无保护出水口的二元结构堤基中。由于土体渗流在出水口处存在较高的水力梯度,使得固、液界面附近的土体极易被侵蚀带走,一旦侵蚀土体的上层存在不透水的黏土层时,便会形成不断向上游迎水侧发展的管涌通道,最终导致堤坝出现失稳破坏。基于向后侵蚀管涌的发展过程,采用局部水力梯度作为管涌发展的判别准则,结合饱和孔隙介质的耦合物质点-特征有限元法,发展了一个能够模拟向后侵蚀管涌的新方法。新方法将求解域内的物质点分为3种粒子类型,对满足管涌触发条件的粒子进行删除,以此表示被侵蚀带走的土颗粒。由于算法中的流体部分采用了广义的Navier-Stokes方程进行描述,因此新方法能够同时计算孔隙水渗流和管道流体的自由流动。通过对小尺度模型试验的计算,验证了新方法在向后侵蚀管涌问题中的适用性。

聚乙烯管焊接接头相控阵超声检测的优化设计

在管道工程应用中,由于良好的耐腐蚀性和韧性,聚乙烯(PE)管与其他材料相比具有显着优势,已广泛地应用在核电、油气输送领域;PE管焊接过程中,焊接参数、人员操作和环境等因素会影响聚乙烯管道的焊接情况,可能致使焊接接头内部形成缺陷,影响管道安全运行,而相控阵超声检测技术能够实现聚乙烯管道焊接接头内部结构的无损检测及评估;因此开展PE管焊接接头的相控阵超声实际检测工作,研究了聚乙烯材料的声衰减规律及声频散效应,优化了焊接接头的超声相控阵检测工艺,基于CIVA仿真软件实现了聚乙烯管道相控阵超声检测的声场模拟和缺陷仿真,通过研究检测参数及声学参量变化对检测结果的影响,获得了PE管焊接接头的最优检测工艺;通过加工带有典型缺陷的聚乙烯热熔对接接头试样,对前期基于仿真结果设计的检测工艺以及针对焊接接头相控阵检测研发的楔形耦合组件进行可靠性测试和工艺试验;研究结果为PE管接头缺陷的超声相控阵检测提供了工艺设计的理论支持和可靠的研究方法。

基于神经网络的热管反应堆多物理场耦合快速预测

本文基于热管反应堆多物理场耦合分析框架,提出了一种基于数据驱动型神经网络构建的快速预测方案。该方案利用神经网络部分代替分析框架中的数值计算模块,实现核-热-力多物理场耦合迭代过程的高效求解。以Megapower作为分析对象,搭建了相应的神经网络模型构建快速预测方案并对其进行相关参数的预测,与传统数值计算方法对比。快速预测产生的关键参数和数值计算的结果差异很小,其中,最大应力差值不超过2 MPa,燃料平均温度差值不超过3 K。相同计算环境中,相比于数值计算需要6 h的计算时间,快速预测仅需4 min,计算时间降低了95%以上。基于上述结果,认为基于神经网络的快速预测方案具有准确性高、速度快的特点。配合其灵活性及对训练数据量要求低、可针对性的优化模型等特点,认为基于神经网络的快速预测方案是应对堆芯优化等大规模计算需求场景的优选方案。

基于电磁耦合传感的小口径管道缺陷检测系统研发

石油和天然气管道在全球能源基础设施中发挥着至关重要的作用,管道在线内检测(ILI)技术是检测和评估管道完整性的重要工具,然而,它面临着诸多检测挑战,如不同类型缺陷的检出局限。该文提出一种基于电磁感应和永磁体复合磁化机理的新型ILI传感内检测系统。首先,提出一种可产生轴向漏磁场和周向均匀交流磁场的新型磁环结构(MRS);其次,通过添加永磁体磁化结构,优化励磁结构配置,增强管壁穿透能力和磁通强度;同时,在保证内检测器在小口径管道内安全通过下,克服单一技术限制,提高对浅表层缺陷和较深埋深缺陷的检测能力。为评估所提出的MRS系统的可行性,开展了管道牵拉测试,RMS与永磁铁励磁结构的最优配置,实现对深度0.81 mm表面浅缺陷和埋深4.1 mm的亚表面缺陷检出;最终,通过有限元仿真和实验以及牵拉测试有效验证了所提方法的检测能力。

渗流作用下三亚河口通道管幕冻结法温度场数值模拟分析

为得到在渗流作用下管幕冻结法温度场的变化规律,以三亚河口通道海底隧道工程初步设计为例,运用有限元数值模拟软件建立水热耦合模型,假设模型中渗流流向自左向右,通过改变模型中平均渗流速度的大小对冻结帷幕的发展、封闭性、厚度变化等进行分析.结果表明:在冻结期间,随着平均渗流速度的增大,外圈冻土帷幕的形成时间延迟,其向渗流流向偏移的程度增大,且最终稳定的冻土帷幕平均厚度减小;在冻结约14 d后,不同水头差下的冻土帷幕内部渗流速度均降至0 m/d,冻土帷幕在形成的早期受渗流作用的影响较大.鉴于原冻结方案较为保守,提出优化冻结方案:将原冻结方案外圈冻结管减少一半至48根,且调整盐水降温计划实现二次优化.对二次优化结果分有渗流与无渗流两种情形进行讨论,结果得出:优化后在渗流作用下冻土帷幕厚度约5 m,比原方案减少了2 m,既满足冻结设计要求,又提高了经济性.

基于多物理耦合的高温热管流动传热和力学特性研究

研究高温碱金属热管内工质的流动、传热和力学特性,对热管冷却反应堆的安全具有重要意义。本文采用COMSOL Multiphysics有限元软件构建了高温碱金属热管的多物理耦合模型,针对热管内工质的流动传热特性以及管壁的热膨胀效应进行了数值模拟研究。结果表明:本文模型的计算结果与实验值的相对误差小于1%,可准确模拟高温热管的流动传热特性;在额定功率下,沿轴向的压力梯度和温度梯度较小,说明热管具有较好的等温性,但相比于冷态有最大1.75%的总形变;热管的传输功率提高会显著影响热管内工质的运行状态,同时加大热管的形变量。

考虑不同水流交换模式的城市洪涝一维二维双向耦合模型

为准确模拟城市洪涝过程,以地表二维流动模型和SWMM一维管流模型为基础,同时考虑地表径流与地下管流交换的3种模式,构建了城市地表与地下管流双向耦合的水动力学模型。采用水槽试验算例和理论算例对耦合模型进行验证,并将耦合模型应用到英国Glasgow城市街区,分析排水管网和不同地表地下水流交换模式对城市洪涝过程的影响。结果表明:模型在试验算例和理论算例的模拟中均具有较好的精度和可靠性,模型能够准确地模拟具有排水管网的城市洪涝演进过程;与无排水系统相比,检查井简化法、雨水口法和雨水口-检查井法3种水流交换模式下Glasgow城市街区模拟的最大淹没面积分别减少9.3%、23.2%和24.5%,其中对重度积水的消减作用更显著,淹没面积分别减少43.6%、79.9%和80.9%;检查井简化法的消减作用要远小于雨水口法和雨水口-检查井法,后两者差异较小。雨水口法和雨水口-检查井法比较符合实际情况,且雨水口-检查井法的计算效率更高更简单,因此,在城市洪涝模拟中采用雨水口-检查井法考虑地表径流与地下管流交换过程更符合实际。

深水隔水管-水下井口耦合系统双向涡激振动特性

深水隔水管-水下井口系统极易受外部海流影响产生涡激振动(VIV),其VIV分析通常将底端水下井口简化为固支约束.考虑水下井口下部非线性管-土耦合建立深水隔水管-水下井口耦合系统顺流(IL)及横流(CF)向VIV三维分析模型.基于胡克定律将管-土相互作用产生的时变非线性土壤抗力转化为时变土壤等效刚度并与系统结构刚度叠加.采用有限单元法进行分析模型离散,采用Newmark-β法与4阶龙格库塔法进行VIV数值求解.随后分别研究了管-土耦合作用及环境因素如海流流速、土壤硬度等对深水隔水管-水下井口系统CF及IL方向VIV特性的影响.结果表明,考虑管-土耦合的深水隔水管-水下井口系统约束弱化,系统整体刚度减小,固有频率降低,深水隔水管-水下井口系统CF及IL方向的均方根(RMS)位移及振幅增大,振动频率减小.深水隔水管-水下井口系统VIV对土壤硬度的敏感度较低,原因是系统结构刚度与土壤初始附加的等效刚度较大,而土壤硬度变化额外附加的土壤等效刚度在系统总刚度中的占比较低.

钢悬链式立管管土耦合作用的吸力效应研究

钢悬链式立管(steel catenary riser,简称SCR)的流线段敷设在海床上,在浮体运动和环境荷载作用下管线作拔出海床的上升运动时,软质海床的黏性性质将阻碍管线的拔出而表现出吸力效应。吸力的大小与管线的拔出速度和管土循环作用次数、土的重塑时间等相关。基于现有试验数据拟合得到吸力数值模型,用于改进立管动力分析程序,研究立管拔出速度和管径等对触地区吸力分布、动态响应和疲劳寿命的影响。结果表明:海床土吸力对立管触地区应力特别是弯曲应力的影响较大,二者的变化趋势相似;管径的影响主要体现在贯入深度与管径的相对大小,同一贯入速度下,管径越小则相对贯入深度越大,拔出位移与吸力也会越大,反之则越小;立管的拔出速度是影响海床吸力最大值和拔出位移的主要因素,土吸力和拔出位移随拔出速度的增大而增大,导致触地区的疲劳损伤加剧。因此,探究管土耦合作用的吸力效应及其对SCR触地区疲劳损伤的影响,可为SCR与复杂海床相互作用及工程应用提供重要参考。

基于CFD的月牙肋钢岔管单向流固耦合分析

压力钢管在众多水利水电工程中被广泛应用。钢岔管作为压力钢管中最为复杂的结构,一直是设计过程中研究的重点。近年来,月牙肋岔管由于结构受力条件好、节省工程量、水力学条件优越等众多优点,在大直径、高水头电站中得到普遍应用。应用CFD方法对国外某水电站压力钢岔管进行单向流固耦合分析,首先根据流体计算结果,分析得出岔管内动水压力对岔管及月牙肋产生的荷载作用;进而将其结果作为初始条件对岔管结构进行应力分析;最终得出在运行工况下,仅动水压力对钢岔管产生的荷载为静水压力的1%,应力不超过其允许应力的4%。

火灾下圆形综合管廊结构损伤特性研究

城市综合管廊中电缆、燃气等引起的火灾不仅会造成重大经济损失,还会损害管廊结构,影响管廊的服役状态及使用寿命。为探究火灾对综合管廊结构的影响,文中利用ABAQUS建立了圆形综合管廊温度-应力耦合三维有限元模型,分析火灾作用下综合管廊的变形规律及结构损伤,结果表明内侧墙体在燃烧7.5 min以内时变形迅速增加,随后变缓并趋于稳定,结构变形呈左右对称分布;圆形管廊结构内侧受压外侧受拉,应力沿周长分布均匀;矩形管廊拉应力集中在腋角处,外侧应力较小,而圆形管廊在外侧仍有较大的拉应力,建议在圆形管廊外侧增加相应的抗火灾措施;圆形管廊结构损伤区的范围为火源两侧约13 m,为综合管廊的抗火设计奠定基础。