Effect of layer sliding on the interfacial electronic properties of intercalated silicene/indium selenide van der Waals heterostructure

Methods capable of tuning the properties of van der Waals (vdW) layered materials in a controlled and reversible manner are highly desirable. Interfacial electronic properties of two-dimensional vdW heterostructure consisting of silicene and indium selenide (InSe) have been calculated using density functional theory-based computational code. Furthermore, in order to vary the aforementioned properties, silicene is slid over a InSe layer in the presence of Li intercalation. On intercalation of the heterostructure, the buckling parameter associated with the corrugation of silicene decreases from 0.44 Å to 0.36 Å, whereas the InSe structure remains unaffected. Potential energy scans reveal a significant increase in the sliding energy barrier for the case of intercalated heterostructure as compared with the unintercalated heterostructure. The sliding of the silicene encounters the maximum energy barrier of 0.14 eV. Anisotropic analysis shows the noteworthy differences between calculated in-plane and out-of-plane part of dielectric function. A variation of the planar average charge density difference, dipole charge transfer and dipole moment have been discussed to elucidate the usability spectrum of the heterostructure. The employed approach based on intercalation and layer sliding can be effectively utilized for obtaining next-generation multifunctional devices.     

倾斜摆动条件下衬垫改性对自润滑关节轴承摩擦学性能的影响

本文中通过对PTFE纤维/芳纶纤维混合编织衬垫分别进行稀土处理和丙酮处理,研究了在倾斜摆动条件下衬垫改性对自润滑关节轴承摩擦学性能的影响,并用扫描电子显微镜(SEM)以及三维形貌仪分析了衬垫磨损表面微观形貌.研究结果表明:与未经改性处理衬垫的轴承相比,经稀土处理和丙酮处理后自润滑关节轴承减磨耐磨性能均得到提高,其中在高摆频工况下,衬垫经稀土处理后自润滑关节轴承减摩耐磨性能得到更大程度的提高;稀土处理轴承衬垫仅出现轻微黏着磨损,这是由于稀土处理过程增强了衬垫层的自润滑功能.     

高速电枢的尾翼结构设计及实验研究

设计了T2LXD1系列电枢,分析了6061-T6铝合金材料的弹塑性特点,利用线性强化理论和接触理论并结合ANSYS软件,建立了T2LXD1系列电枢弹塑性接触模型,研究了电枢尾翼结构对电枢/导轨滑动界面接触状态的影响规律,得到了界面接触力、接触面积和接触压力分布等状态参数的数值模拟结果。利用短导轨电磁驱动系统,进行了T2LXD1系列电枢滑行实验,分析了电枢/导轨界面滑磨状态,比较了滑行性能曲线。实验结果表明:长尾翼电枢并不能带来实际接触面积的增     

精确跟瞄控制技术研究

针对目标跟瞄多功能的需求,将最小方差估计和跟踪控制的思想结合,设计了一种跟瞄控制器,实现了目标位置预测与伺服控制的融合,优化了系统结构。采用基于当前统计模型的改进卡尔曼滤波算法,预测出目标运动状态参数;采用自适应滑模的解算控制方法,实现伺服系统的位置控制。通过仿真实验,系统状态稳定,抗干扰能力加强,通过对数据分析,跟瞄精度明显提高。     

便携式人体皮肤摩擦性能测试仪的研制

随着对人体皮肤摩擦学特性研究的展开,目前还没有适用的设备对脸颊?额头等不规则形状部位进行测试,本文研制了一种便携式的摩擦性能测试仪,并在不损害皮肤情况下进行人体皮肤摩擦性能测试,结果表明:该测试仪使用方便?性能可靠.在0.2 2N 的接触正压力和10 60nml/S 的滑行速度范围内,皮肤摩擦系数与施加的接触正压力及滑行速度无关.自然状态下,手背?手掌?前臂屈侧?前臂伸侧?前额部位皮肤摩擦系数在性别间的差距较小,但脸颊部位皮肤摩擦系数女性却远大于男性.护肤品处理后,各测试部位皮肤摩擦系数在性别间的差距都有所缩小.     

Nonlinear analysis of a rub-impact rotor supported by turbulent couple stress fluid film journal bearings under quadratic damping

This work reports a numerical study undertaken to investigate the dynamic response of a rotor supported by two turbulent flow model journal bearings with nonlinear suspension and lubricated with couple stress fluid under quadratic damping. This may be the first time that analysis of rotor-bearing system considered the quadratic damping effect. The dynamic response of the rotor center and bearing center are studied. The analysis methods employed in this study are inclusive of the dynamic trajectories of the rotor center and bearing center, power spectra, Poincaré maps and bifurcation diagrams. The maximum Lyapunov exponent analysis is also used to identify the onset of chaotic motion. The modeling results provide some useful insights into the design and development of rotor-bearing system for rotating machinery that operates at highly rotational speed and highly nonlinear regimes.     

基于无网格—图论方法的岩体边坡稳定性分析研究

将无网格伽辽金法应用于岩体边坡稳定性分析,发展了基于无网格模型和有向加权图Bellman-Ford最短路径搜索算法相结合的无网格-图论边坡滑移面搜索方法,以搜寻节理岩体边坡失稳时的临界滑移面并得出其相应的安全系数.区别于传统的滑移面搜索算法,本文方法无需假定滑移面形状,更适用于具有复杂滑移线形状的节理岩体边坡的稳定性分析与计算,具有稳定和高效的算法特点.文中详细论述了无网格-图论最短路径算法的理论、方法和程序实现,并通过算例说明该方法在岩体边坡稳定性分析中的适用性.     

Effects of axial preload of ball bearing on the nonlinear dynamic characteristics of a rotor-bearing system

This research studies the effects of axial preload on nonlinear dynamic characteristics of a flexible rotor supported by angular contact ball bearings. A dynamic model of ball bearings is improved for modeling a five-degree-of-freedom rotor bearing system. The predicted results are in good agreement with prior experimental data, thus validating the proposed model. With or without considering unbalanced forces, the Floquet theory is employed to investigate the bifurcation and stability of system periodic solution. With the aid of Poincarè maps and frequency response, the unstable motion of system is analyzed in detail. Results show that the effects of axial preload applied to ball bearings on system dynamic characteristics are significant. The unstable periodic solution of a balanced rotor bearing system can be avoided when the applied axial preload is sufficient. The bifurcation margins of an unbalanced rotor bearing system enhance markedly as the axial preload increases and relates to system resonance speed.     

黄土地基中大直径超长群桩基础受力特性的模型实验研究

通过室内模型试验,对黄土地基中大直径超长群桩基础的承载-沉降关系、承台下土体附加应力的分布及发展、桩土承载情况以及不同位置桩的受力特性分别进行了研究。结果表明:黄土地基中大直径超长群桩基础荷载-沉降曲线呈缓变型且没有明显拐点,故群桩基础的极限承载力应综合沉降-时间对数s-lgt曲线和荷载-沉降Q-s曲线来确定。承台下土体附加应力分布为边缘大中心小。不同位置的桩承载性能不同,总体上是角桩(6#桩)最大,边桩(5#桩)次之,中心桩(1#桩)最小;同时各桩的桩侧摩阻力及桩身轴力沿桩长的变化也有所不同。     

钢管混凝土格构柱偏压承载能力分析的数值方法

采用泰勒级数作为分段插值函数,在考虑多个截面的平衡条件和紧箍效应钢管混凝土应力-应变关系基础上,提出了钢管混凝土格构柱弹塑性极限承载力数值方法,并编制了相应的计算程序。与现有的分段合成法相比,该方法考虑了剪力对柱变形的影响,不仅适用于两端偏心相等的偏压构件,而且适用于两端偏心不等的偏压构件的弹塑性极限承载力的计算。利用提出的计算方法和编制的程序对国内已有两端偏心相同的四肢钢管混凝土格构偏压长柱的试验结果进行了计算,并与现有规程进行了比较,结果表明:现有计算方法结果偏于保守,计算误差大,本文提出的计算结果与试验结果吻合良好。