面向MOOC的知识模型及可视化方法研究

利用一种岩石裂隙水沙渗透试验系统开展了水沙在平面平行裂隙中流动的滞后性的试验研究,分析了渗流速度-压力梯度闭环曲线的特征,解释了滞后现象的原因.试验结果表明:当渗流速度由零增大到1.77 mm/s再减小到零时,渗流速度-压力梯度曲线自行封闭,形成滞环;由于裂隙开度、粗糙度、沙粒径和沙浓度的不同,滞回曲线呈现凸镜形、月牙形、"8"字形、勺形和裂缝形等多种形状;水沙混合液与岩石裂隙面的接触角变化引起回程中渗透速度沿裂隙宽度方向分布变化,这是岩石裂隙中水沙渗透存在滞后现象的主要原因;沙粒在岩石裂隙面的沉积、水沙在岩石裂隙中运动形态的转变、水沙混合液的粘塑性是岩石裂隙中水沙渗透存在滞后现象的重要原因.     

电控液压全可变气门驱动系统的设计与分析

为了满足发动机设计及性能指标要求,比较分析国内外先进气门执行机构的优缺点,设计一种新型电控液压全可变气门驱动系统.在此基础上,建立气门驱动系统的数学、物理模型,借助MATLAB/Simulink计算平台搭建本系统计算仿真模型并用试验结果进行验证,保证了计算模型的可靠性.根据系统结构,详细分析了可控性参数旋转阀相位差角及蓄压器压力和发动机转速对气门最大升程、气门开启持续期、气门启闭时刻、气门速度及加速度的影响.研究结果表明,旋转阀相位差角通过改变气门开启持续期改变气门关闭时刻,但不影响气门开启段升程规律;蓄压器压力对气门最大升程有重要影响,但不改变气门开启持续期及启闭时刻;在不同发动机转速下,气门最大升程、关闭时刻均有改变;随着发动机转速的提高,气门升程断面积减小,气门关闭时刻推迟.     

离心泵闭式叶轮流场模拟研究

为了求解叶轮流场模拟中的相对流体速度,选取二叶叶轮为研究对象,基于NX软件对所选二叶叶轮进行三维建模,从而得到二叶叶轮流场部分的三维模型,并确定二叶叶轮的性能参数。基于Gambit软件对二叶叶轮流体部分进行网格划分,将划分后的流体部分导入到Fluent软件中进行流场模拟,得到流体的绝对速度矢量图,并通过PIV实验得到流体的绝对速度矢量图。基于Matlab软件对流体部分进行编程,将程序以文本的格式代入Tecplot软件中得到流体部分的相对速度。     

Low-frequency variable charge solitary waves in a collisionless dusty plasma with a Cairns-Gurevich ion velocity distribution

In this paper, the problem of large amplitude dust acoustic (DA) solitons has been addressed in a charge varying dusty plasma with ions following a Cairns-Gurevich distribution. Based on the orbit motion limited approach, the correct Cairns-Gurevich ion charging current is presented for the first time. The expression relating the variable dust charge to the plasma potential is given in terms of the Lambert function and we take advantage of this transcendental function to, carefully, analyse DA solitons in a charge varying dusty plasma with trapped nonthermal ions. Our results show that the spatial patterns of the variable charge solitary wave are significantly changed due to the presence of ion population modelled by the Cairns-Gurevich distribution. An addition of a small concentration of trapped nonthermal ions makes the solitary structure less spiky, grows the net negative charge residing on the dust grain surface, and contributes to the electron depletion. Finally, our investigation is extended to highlight the effect of the grain dust charge variation. We have shown that under certain conditions, the impact of dust charge fluctuation may furnish an alternate physical mechanism rasing anomalous dissipation, which becomes more strong and may predominate over the dispersion as the nonthermal character of ions following the Cairns-Gurevich distribution increases.     

Quantitative evaluation of the microjet velocity and cavitation erosion on a copper plate produced by a spherical cavity focused transducer at the high hydrostatic pressure

Cavitation erosion at the high hydrostatic pressure causes the equipment to operate abnormally for the huge economic losses. Few methods can quantitatively evaluate the cavitation erosion intensity. In order to solve this problem, the cavitation erosion on a copper plate was carried out in a spherical cavity focused transducer system at the hydrostatic pressure of 3, 6, and 10 MPa. Meanwhile, the corresponding cavitation threshold, the initial bubble radius, and the microjet velocity in the ultrasonic field are theoretically analyzed to determine the dimension and velocity of microjet based on the following hypotheses: (1) the influence of the coalescence on the bubble collapse is ignored; (2) the dimension of the microjet is equal to the largest bubble size without the influence of gravity and buoyancy. Using the Westervelt equation for the nonlinear wave propagation and the Johnson-Cook material constitutive model for the high strain rate, a microjet impact model of the multi-bubble cavitation was constructed. In addition, through the analogy with the indentation test, an inversion model was proposed to calculate the microjet velocity and the cavitation erosion intensity. The microjet geometric model was constructed from the dimension and velocity of the microjet. The continuous microjet impact was proposed according to the equivalent impact momentum and solved by the finite element method. The relative errors of the pit depth are 4.02%, 3.34%, and 1.84% at the hydrostatic pressure of 3, 6, and 10 MPa, respectively, and the relative error in the evolution of pit morphology is 7.33% at 10 MPa, which verified the reliability of the proposed models. Experimental and simulation results show that the higher the hydrostatic pressure, the greater the pit depth, pit diameter, the pit-to-microjet diameter ratio, and the cavitation erosion intensity, but the smaller the pit diameter-to-depth ratio. The cavitation erosion intensity becomes significant with the ongoing ultrasonic exposure. In addition, a comparison of the cavitation pit morphology in the microjet pulsed and continuous impact modes shows that the continuous impact mode is effective without the elastic deformation caused by the residual stress. Using the cavitation pit morphology at the different hydrostatic pressures, the microjet velocity can be estimated successfully and accurately in a certain range, whose corresponding errors at the lower and upper limit are 5.98% and 0.11% at 3 MPa, 6.62% and 9.14% at 6 MPa, 6.54% and 5.42% at 10 MPa, respectively. Our proposed models are valid only when the cavitation pit diameter-to-depth ratio is close to 1. Altogether, the cavitation erosion induced by multi-bubble collapses in the focal region of a focused transducer could be evaluated both experimentally and numerically. Using the cavitation pit morphology and the inversion model, the microjet velocity in a certain range could be estimated successfully with satisfactory accuracy.     

A Suitable Active Control for Suppression the Vibrations of a Cantilever Beam

In our consideration, a comparison between four different types of controllers for suppression the vibrations of the cantilever beam excited by an external force is carried out. Those four types are the linear velocity feedback control, the cubic velocity feedback control, the non-linear saturation controller (NSC) and the positive position feedback (PPF) controller. The suitable type is the PPF controller for suppression the vibrations of the cantilever beam. The approximate solution obtained up to the first approximation by using the multiple scale method. The PPF controller effectiveness is studied on the system. We used frequency-response equations to investigate the stability of a cantilever beam. We notified that, there is a good agreement between the analytical solution and the numerical solution.     

Rolling velocity and relative motion of particle detector in local granular flow

The velocity of a particle detector in granular flow can be regarded as the combination of rolling and sliding velocities. The study of the contribution of rolling velocity and sliding velocity provides a new explanation to the relative motion between the detector and the local granular flow. In this study, a spherical detector using embedded inertial navigation technology is placed in the chute granular flow to study the movement of the detector relative to the granular flow. It is shown by particle image velocimetry (PIV) that the velocity of chute granular flow conforms to Silbert's formula. And the velocity of the detector is greater than that of the granular flow around it. By decomposing the velocity into sliding and rolling velocity, it is indicated that the movement of the detector relative to the granular flow is mainly caused by rolling. The rolling detail shown by DEM simulation leads to two potential mechanisms based on the position and drive of the detector.     

冻融和循环载荷作用下对饱和砂岩损伤机理的研究

为研究寒冷地区饱和砂岩的冻融损伤机理,采用DMA450伺服压机,在静载100N、动载80N、波动频率5~200Hz、温度-40~40℃的条件下,进行了饱和砂岩在不同频率正弦波单轴载荷作用下杨氏模量随温度变化的实验研究,获得滞(粘)弹性的弛豫衰减,以及有衰减引起的砂岩样品微结构变化情况。结果表明:饱和砂岩的杨氏模量和弹性波速度随温度升高而降低,随频率提高而增大;-40~20℃温度范围是冻融损伤最严重的区域。同时,在三种低频条件下(1.6Hz、2.8Hz和5.0Hz)用共振法在0℃获得相变衰减峰,反映了饱和砂岩的冻胀融缩效应,其产生的应力导致了饱和砂岩的损伤。从机理来看,前者是微观缺陷的演变,长期积累会导致破坏;后者是一种物理风化作用造成的宏观损伤。本文结果可为研究寒冷地区饱和岩石冻融损伤的机理及规律提供一定的参考。     

用正弦波加载和超声实验研究饱和砂岩弛豫特征和衰减峰

采用Metravib分析仪在-50℃~100℃温度条件及300~400Hz的正弦波作用下进行泵油饱和砂岩应力应变实验,获得了虚模量温度峰与对应实模量的剧烈亏损规律,显示出饱和砂岩有别于由衰减峰引起的典型粘弹性行为。利用超声法对饱和大理岩与花岗岩样品进行波速和衰减特性测试,获得了大理岩的Biot衰减峰变化规律。该研究对岩石物理理论模型的发展具有重要意义,可以利用岩层的衰减和波速频散特性进行油气藏的预测,降低勘探风险。     

表层嵌贴CFRP板条-混凝土界面粘结应力模型的试验与理论研究

为研究寒冷地区饱和砂岩的冻融损伤机理,采用DMA450伺服压机,在静载100N、动载80N、波动频率5～200Hz、温度-40～40℃的条件下,进行了饱和砂岩在不同频率正弦波单轴载荷作用下杨氏模量随温度变化的实验研究,获得滞(粘)弹性的弛豫衰减,以及有衰减引起的砂岩样品微结构变化情况。结果表明：饱和砂岩的杨氏模量和弹性波速度随温度升高而降低,随频率提高而增大; -40～20℃温度范围是冻融损伤最严重的区域。同时,在三种低频条件下(1.6Hz、2.8Hz和5.0Hz)用共振法在0℃获得相变衰减峰,反映了饱和砂岩的冻胀融缩效应,其产生的应力导致了饱和砂岩的损伤。从机理来看,前者是微观缺陷的演变,长期积累会导致破坏;后者是一种物理风化作用造成的宏观损伤。本文结果可为研究寒冷地区饱和岩石冻融损伤的机理及规律提供一定的参考。