Half-integer Shapiro steps in MgB_(2) focused He ion beam Josephson junctions

Half-integer microwave induced steps(Shapiro steps)have been observed in many different Josephson junction systems,which have attracted a lot of attention because they signify the deviation of current phase relation(CPR)and uncover many unconventional physical properties.In this article,we first report the discovery of half-integer Shapiro steps in MgB_(2)focused He ion beam(He-FIB)Josephson junctions.The half-integer steps'dependence on microwave frequency,temperature,microwave power,and magnetic field is also analyzed.We find that the existence of half-integer steps can be controlled by the magnetic field periodically,which is similar to that of high temperature superconductor(HTS)grain boundary junctions,and the similarity of the microstructures between gain boundary junctions and He-FIB junctions is discussed.As a consequence,we mainly attribute the physical origin of half-integer steps in MgB_(2)He-FIB junctions to the model that a He-FIB junction is analogous to a parallel junctions'array.Our results show that He-FIB technology is a promising platform for researching CPR in junctions made of different superconductors.

Transfer matrix method for free and forced vibrations of multi-level functionally graded material stepped beams with different boundary conditions

Functionally graded materials(FGMs)are a novel class of composite materials that have attracted significant attention in the field of engineering due to their unique mechanical properties.This study aims to explore the dynamic behaviors of an FGM stepped beam with different boundary conditions based on an efficient solving method.Under the assumptions of the Euler-Bernoulli beam theory,the governing differential equations of an individual FGM beam are derived with Hamilton’s principle and decoupled via the separation-of-variable approach.Then,the free and forced vibrations of the FGM stepped beam are solved with the transfer matrix method(TMM).Two models,i.e.,a three-level FGM stepped beam and a five-level FGM stepped beam,are considered,and their natural frequencies and mode shapes are presented.To demonstrate the validity of the method in this paper,the simulation results by ABAQUS are also given.On this basis,the detailed parametric analyses on the frequencies and dynamic responses of the three-level FGM stepped beam are carried out.The results show the accuracy and efficiency of the TMM.

Dynamic Response of Stepped Beams Under Impulsive Loading

Aim To analyze dynamic failure of aerospace strutures subjected lateral impulsive loading. Methods Structures were modeled as rigid-perfectly plastic free-free stepped beams. Basic equations of motion un set up for analysis. Results Final pat deformation and rigid motion solutions were determined for a uniform impulsive loading. The critical rupture conditions for a space shuttle and a missile were obtained. Conclusion Failure is possible for aerospace structures under a uniform impulsive loading, but it is mere difficult in space.

Three-to-one internal resonance in multiple stepped beam systems

In this study, the vibrations of multiple stepped beams with cubic nonlinearities are considered. A three-to-one internal resonance case is investigated for the system. A general approximate solution to the problem is found using the method of multiple scales （a perturbation technique）. The modulation equations of the amplitudes and the phases are derived for two modes. These equations are utilized to determine steady state solutions and their stabilities. It is assumed that the external forcing frequency is close to the lower frequency. For the numeric part of the study, the three-to-one ratio in natural frequencies is investigated. These values are observed to be between the first and second natural frequencies in the cases of the clamped-clamped and clamped-pinned supports, and between the second and third natural frequencies in the case of the pinned-pinned support. Finally, a numeric algorithm is used to solve the three-to-one internal resonance. The first mode is externally excited for the clamped-clamped and clamped-pinned supports, and the second mode is externally excited for the pinned-pinned support. Then, the amplitudes of the first and second modes are investigated when the first mode is externally excited. The amplitudes of the second and third modes are investigated when the second mode is externally excited. The force-response, damping-response, and .frequency- response curves are plotted for the internal resonance modes of vibrations. The stability analysis is carried out for these plots.

Finite element analysis and experiment on multi-wedge cross wedge rolling for asymmetric stepped shaft of C45

A rigid-plastic finite element method(FEM) simulation model for a multi-wedge cross wedge rolling(MCWR) was developed to analyze an asymmetric stepped shaft. To evaluate the MCWR process and better understand its deformation characteristics, the material flowing mechanisms, temperature distributions, strain and rolling force were analyzed. The correctness of the finite element simulation is experimentally verified. Numerical simulations and experiments led to the following conclusions: when α=36° and β=7.5°, the quality of the work piece can be significantly improved. Finally, the development of the asymmetric stepped shaft is applied to industrial production.

Curve Veering in Torsional Systems with Stepped Shafts

In this study, the influence of geometrical parameters on the curve veering phenomenon in a tor-sional system with stepped shaft is investigated. Three approximate solutions including finite el-ement, Rayleigh-Ritz and discretization methods, along with an exact solution are employed to obtain the natural frequencies of the structure. The study reveals that, under specific circumstances, the results obtained by approximate methods are very close to the exact solution. The curve veering behavior is manifested irrespective of the method employed. It is concluded that for the structure studied the curve veering behavior is not because of the approximate techniques used to compute the natural frequencies, and is an inherent behavior of the structure.

船用齿轮箱输入轴组件加工变形控制

分析了船用齿轮箱输入轴组件的制坯、薄壁件热处理变形控制方法,以及电子束焊变形的控制方法,为解决船用齿轮箱输入轴组件的制造难题,提供了很好的解决方案。

门式抗浮框架作用下上方开挖既有盾构隧道响应解析解

上方开挖卸载导致既有盾构隧道结构产生上浮,易引发结构渗漏水、开裂等病害。竖井开挖联合门式框架技术是限制上方开挖引起既有隧道上浮的一种有效控制措施,但是目前仍缺少相应的理论方法用于指导门式抗浮框架的设计。为此,提出了既有隧道结构响应的解析解,可以实现竖井和基坑开挖阶段既有隧道结构纵向和横截面变形计算,并给出了相关的计算流程。通过与工程实例和三维数值模拟结果进行对比,验证了解析解的可靠性。通过典型算例计算和参数敏感性分析讨论了门式抗浮框架的作用机理以及既有隧道埋深和竖井开挖尺寸等因素的影响规律。结果表明:门式抗浮框架在基坑开挖阶段可以有效控制上方开挖引起的既有隧道变形,控制效果与既有隧道上方剩余覆土厚度密切相关,剩余覆土越小控制效果越明显;门式抗浮框架的作用效果主要取决于抗浮板与土体之间的作用力,抗拔桩与土体的作用力对既有隧道变形影响较小。

On the Innovation,Design,Construction,and Experiments of OMEGA-Based SSPS Prototype:The Sun-Chasing Project

This study systematically introduces the development of the world’s first full-link and full-system ground demonstration and verification system for the OMEGA space solar power satellite(SSPS).First,the OMEGA 2.0 innovation design was proposed.Second,field-coupling theoretical models of sunlight concentration,photoelectric conversion,and transmitting antennas were established,and a systematic optimization design method was proposed.Third,a beam waveform optimization methodology considering both a high beam collection efficiency and a circular stepped beam shape was proposed.Fourth,a control strategy was developed to control the condenser pointing toward the sun while maintaining the transmitting antenna toward the rectenna.Fifth,a high-efficiency heat radiator design method based on bionics and topology optimization was proposed.Sixth,a method for improving the rectenna array’s reception,rectification,and direct current(DC)power synthesis efficiencies is presented.Seventh,high-precision measurement technology for high-accuracy beam-pointing control was developed.Eighth,a smart mechanical structure was designed and developed.Finally,the developed SSPS ground demonstration and verification system has the capacity for sun tracking,a high concentration ratio,photoelectric conversion,microwave conversion and emission,microwave reception,and rectification,and thus satisfactory results were obtained.

强杂波背景下调频步进DBS技术研究

针对强地物杂波背景下弹载雷达目标检测与识别的技术难题,提出将高分辨距离像(high resolution range profile,HRRP)技术和多普勒波束锐化技术联合对地面进行二维高分辨成像,提高雷达在杂波下目标检测与识别的性能。该方法以线性调频步进频(linear frequency modulation stepped frequency,LFM-SF)信号为基本波形,首先对平台速度产生的多普勒效应等问题进行了详细讨论并校正;然后通过距离像抽取获得各帧对应的HRRP序列,并采用方位快速傅里叶变换(fast Fourier transform,FFT)实现方位高分辨;最后对实际飞行状态下平台造成的误差进行运动补偿,完成对波束内区域的二维分辨。实测数据的处理验证了所提算法的有效性与实用性。

主轴划痕对轴承系统抵御多种载荷冲击的动态性能影响

建立了1个考虑主轴划痕、轴瓦变形和沟槽结构的水润滑橡胶轴承混合润滑瞬态模型,研究了划痕对水润滑橡胶轴承在周期性载荷及非周期性载荷作用下的动态行为影响.结果表明:在偏心载荷下,划痕的存在会使得主轴与轴承出现“高温布朗运动”般的反复碰撞现象,且划痕深度及宽度的增大均会延长启动过程中的微凸体接触时间,严重降低水润滑轴承寿命;在受到脉冲载荷后,划痕会使轴心的运动范围变大,导致轴承与主轴更容易发生碰摩,降低轴承抵抗脉冲载荷冲击的能力;深划痕及宽划痕时,水润滑轴承受到阶跃载荷干扰会从弹流润滑状态进入混合润滑状态.主轴表面出现划痕使轴承系统遭遇外载荷干扰时的自动抵御能力退化.

CFRP砂轮高速外圆磨削稳定性分析

为分析不同影响因素对CFRP砂轮高速外圆磨削稳定性的影响,采用铁木辛柯梁理论对具有阶梯特征的工件进行动力学分析,结合锤击试验测得砂轮动态特性,对高速磨削过程中的砂轮-工件两自由度系统进行了磨削稳定性分析。在对阶梯工件进行动力学分析的过程中,发现阶梯特征对于动态特性的影响较小,误差小于2%。在稳定性分析中发现,不同的砂轮转速和不同的工件磨削位置均会影响磨削稳定性。磨削位置越靠近工件中心,工件刚度越弱,磨削稳定性降低易诱发颤振;而在靠近顶尖支撑的位置,由于工件刚度增强,该位置的磨削稳定性将同时受到工件和砂轮的动力学性能的影响。通过磨削试验验证了分析方法的有效性,试验结果表明,工件磨削位置的刚度差异将会影响加工表面质量,由磨削失稳导致的粗糙度增幅可达51.6%。

地下工程预制梁钢筋骨架安装与成型技术研究

预制梁钢筋骨架技术可提高地下工程的施工效率和质量,但是也面临着技术标准不统一、设计与制造的一体化、运输和安装、质量控制和监测、经济可行性等多种问题和挑战。在此背景下,本研究以南京市建宁西路过江隧道江南工作井环梁施工项目为依托,介绍了基坑预制环梁钢筋骨架技术,并针对工作井第2~8道环梁开展了相关研究,取得了一系列研究成果,包括超长预制环梁钢筋骨架吊装施工、吊装方案的计算和选择以及拼接标准的制订等,为地下工程预制梁钢筋骨架技术的发展提供了参考。

不良地质条件下山体内弧形闸门竖井塌方处理措施

轿子山水库山体内弧形闸门竖井塌方,竖井下游侧倒悬体失稳,边坡垮塌冒顶。如何有效处理塌方,加固已失稳的倒悬体,防止二次开挖时竖井倒悬体再次坍塌,确保闸门竖井建成后安全运行是关键。在塌方处理中先对井内坍塌漏斗进行回填,后用混凝土梁+锚筋桩+固结灌浆联合从井口对下部岩体进行加固,再用锚喷支护+固结灌浆对井壁进行加固的措施,有效处理了塌方冒顶,联合支护对坍塌体起到良好的加固作用。

基于改进球轴承拟静力学算法的多轴承支承轴系模型

针对传统球轴承拟静力学模型计算精度低以及收敛困难的问题,提出了根据球与沟道接触状态修正迭代初值的改进算法,在此基础上采用考虑剪切变形的铁摩辛柯梁单元建立轴承在定位预紧、定压预紧下与轴的耦合模型,并以某3套角接触球轴承支承的轴系为研究对象,将所提出的多轴承支承轴系模型与Romax仿真结果对比,轴系变形和轴承支反力一致性较好,证明了模型的正确性,同时相比传统拟静力学模型,改进模型大大提高了轴系在不同工况下的收敛性。

浅埋深大采高工作面矿压显现规律研究

以三道沟煤矿85214工作面为工程背景,对浅埋深大采高工作面矿井的矿压显现规律进行研究,利用理论分析的方法,建立固支梁和悬臂梁模型,确定工作面初次来压步距和周期来压步距分别为104.91和19.90 m。基于覆岩浅埋结构性质,建立短砌体梁和台阶岩梁模型,确定支护阻力分别为5 624和14 461 kN;利用现场试验的方法,对井下支架工作阻力数据实测分析,确定工作面初次来压步距106 m,周期来压步距16.8 m,月平均次数11次,平均支架载荷37.5 MPa,支承压力主要分布于工作面中部区域。研究结果证明了来压步距模型的合理性和有效性,并确定了浅埋深条件下覆岩结构呈现短砌体梁结构和台阶岩梁结构的破断特点,可为矿井生产提供依据。

深井工作面矿压显现规律模拟研究

为确定古城煤矿S1306工作面初次来压步距、周期来压步距和支架选型的合理性,本文通过理论分析、数值模拟等方法进行工作面矿压规律研究,基于组合梁理论,计算确定古城煤矿S1306工作面初次来压步距44.03 m,周期来压步距15.75 m,与实测值相符,利用数值模拟进行工作面不同推进范围下的塑性区、垂直应力和位移的模拟,确定工作面老顶初次垮落步距为46~49 m,周期来压步距为11~13 m,与实测值较吻合,且工作面支架阻力符合工作面生产要求。

基于动刚度法的水面船舶桨-轴-船体耦合系统

为分析在低频段内船体两侧螺旋桨激励相位差对船体振动的影响,基于动刚度法建立水面船舶桨-轴-船体耦合系统的横向振动3梁耦合模型。将动刚度法的计算结果与有限元法进行对比,表明动刚度法具有良好的精度。分析桨-轴-船体耦合系统的垂向固有振动特性。在低频段内该系统主要表现为船体梁的振动,推进轴系对船体梁的固有特性影响较小。对左右双桨分别施加不同相位差的单位垂向简谐力,计算由各轴承位置输入至船体梁的功率流。结果表明,双桨激励相位差的增大会使输入至船体梁的功率流变小。因此,在对桨-轴-船体耦合系统的横向振动控制方面,应重点关注双桨激励相位差较大时的工况。

黑岱沟露天煤矿8750-65型吊斗铲提升和回拉滚筒端轴失效分析及解决方案

为了解决8750-65型迈步式吊斗铲提升和回拉滚筒端轴和轴承失效故障,基于吊斗铲提升和回拉系统驱动电机和滚筒安装结构,以及无齿轮传动电机直驱模式下滚筒轴承和端轴的工作负荷变化以及受力情况;分析了轴承失效原因,并给出了相应的解决方案。

基于二次摄动法的SMA层合梁非线性自由振动分析

为对SMA(形状记忆合金)层合梁的非线性自由振动进行分析,使用Brison一维本构模型描述SMA的力学特性,基于不同剪切函数和Von Karman大变形理论,建立梁质点位移与应变之间的关系,使用Hamilton变分原理,获得在弹性地基上两端简支SMA层合梁的动力学方程并进行无量纲处理。使用二次摄动法获得SMA层合梁的非线性自由振动方程。研究不同SMA体积分数、预应变、SMA铺设角度、温度变化对非线性振动的影响。