超声波扭转振动镗孔装置设计

根据分离型振动切削原理设计了一种振动频率为20·7kHz、振幅为15μm的扭转振动装置。该装置由两个纵向换能器、两个纵向变幅杆、一个扭转变幅杆和支座组成,使用时将其安装在车床上,可对精密深孔进行超声振动镗削。     

功率超声珩磨铸铁缸体的试验研究

功率超声珩磨装置功率超声珩磨装置就是将超声波发生器产生的超声频电振荡通过换能器转换为超声频纵向机械振动,变幅杆将换能器的纵向振动扩大后传给弯曲振动圆盘,挠性杆再将弯曲振动变成纵向振动后传给油石座,油石座带动与其烧结在一起的油石进行纵向振动,如图1所示。我们进行了直径47mm立式功率超声珩磨装置的设计及制造、装配,成功地完成了47mm孔径缸套珩磨系统,实际加工后,考核其尺寸精度均可达IT6级,表面粗糙度可达Ra0.1μm,圆度、圆柱度可达0.007mm,与国外同类装置相比,该超声波珩磨装置具有如下优点:①由于珩磨杆不振动,可节省能量…     

功率超声车削加工装置的设计与仿真分析

根据功率超声振动车削的加工特点,在原有设备的基础上,改进并设计了适于镁铝合金加工的纵向超声振动车削装置,该装置由压电换能器、复合变幅杆、换能器外壳、刀具、刀具安装部分和装置安装部分组成,并对变幅杆和整个装置系统进行模态分析,得到变幅杆和整个装置系统的共振频率分别为21.611KHz和18.236KHz,分析结果符合设计要求,为进一步实验打下了基础.     

超声纵—扭振动铣削系统的研制

研究了超声声学系统,斜槽式变幅杆形成纵—扭振动的基本原理,对变幅杆的振动形式进行仿真,对超声纵扭振动装置系统进行了研制和测试。试验结果表明:斜槽式变幅杆能有效地将纵向振动转化为纵—扭振动。研制的超声纵扭振动系统匹配特性好,振动稳定性高,能够满足加工要求。     

圆锥形复合变幅杆纵-扭复合振动的实现

为解决纵-扭复合振动超声加工中复合振动的实现难题,对单激励纵-扭复合振动圆锥形复合变幅杆展开研究。基于变截面杆一维纵向振动和扭转振动理论,推导出圆锥形复合变幅杆纵向振动和扭转振动的频率方程,并确定其振动特性参数。阐释了单激励下圆锥形复合变幅杆纵-扭复合振动的实现机理,并通过应用实例给予验证。理论计算、数值分析与测试结果表明,选择合适的几何结构参数,圆锥形复合变幅杆可以实现纵-扭复合振动。     

双激励二维超声振动切削装置设计

设计一种垂直型的双纵向超声波椭圆振动切削装置,通过特制的柔性金属机构连接两组纵向复合式换能器。运用解析法确定了换能器和变幅杆的结构尺寸。在此设计基础上,利有限元分析方法对双纵向超声波椭圆振动系统做了模态分析和谐响应分析,得到了能满足振型、节点位置、频率要求的系统模型。谐响应分析结果表明:(1)该系统能够合成超声波椭圆轨迹;(2)刀具输出与换能器输入的两相振动相位差非常接近;(3)通过调节激励信号的相位差可以改变超声波椭圆轨迹的形状。     

连续振动系统中杆的纵向振动及各种边界条件的分析

本文讨论了连续振动系统中的弹性元件——杆的纵向振动，并推导出杆纵向振动的方程——波动方程，而且用分离变量法和由边界条件定解的方法求出其解，最后对不同的边界条件的杆的纵向振动进行了总结和归纳     

圆锥形超声变幅杆的动力学理论分析

用微元法建立圆锥形超声变幅杆纵向振动的波动方程,用分离变量法和连续振动体的边界条件求解超越波动方程,得到圆锥形超声变幅杆放大系数与变幅杆的大小端直径之比、长度以及外激频率3个变量之间的数学表达式。为研究变幅杆的放大系数与变幅杆的大小端直径之比、长度以及外激频率的关系,依次把3个变量中的两个变量设为常量,对另外一个变量进行抽样,计算变幅杆的放大系数。通过Matlab对超声变幅杆放大系数的样本计算数据进行曲线拟合,定性分析了圆锥形超声变幅杆放大系数随变幅杆大小端直径之比、长度、外激振动频率变化的关系。     

连续振动系统中杆的纵向振动及各种边界条件的分析

本文讨论了连续振动中的弹性元件－杆的纵向振动，并推导出杆纵向振动的方程－波动方程，而且用分离变量法和由国界条件定２解的方法求出其解，最后对不同的边界条件的杆向的纵向振动进行了总结和归纳。     

具有粘性阻尼作用的粘弹性直杆的纵向振动

对具有粘性阻尼作用下的 Kelvin模型粘弹性杆的纵向振动问题 ,通过复数理论 ,将复特征方程化为两个联立的非线性特征方程组 ,分析了无量纲粘性阻尼系数、粘性阻尼作用位置及材料的无量纲松弛时间对一端固定一端自由的 Kelvin粘弹性杆复频率的影响。     

Minimal Realization of Linear Graph Models for Multi-physics Systems

An engineering system may consist of several different types of components,belonging to such physical"domains"as mechanical,electrical,fluid,and thermal.It is t...     

INTEGRAL EQUATION METHOD＇S APPLICATION IN HOLE-EDGE STRESS OF COMPOSITE MATERIAL PLATE WITH DIFFERENT SHAPED HOLES

The strength of composite plate with different hole-shapes is always one of the most important but complicated issues in the application of the composite material. The holes will lead to mutations and discontinuity to the structure. So the hole-edge stress concentration is always a serious phenomenon. And the phenomenon makes the structure strength decrease very quickly to form dangerous weak points. Most partial damage begins from these weak points. According to the complex variable functions theory, the accurate boundary condition of composite plate with different hole-shapes is founded by conformal mapping method to settle the boundary condition problem of complex hole-shapes. Composite plate with commonly hole-shapes in engineering is studied by several complex variable stress fimction. The boundary integral equations are founded based on exact boundary conditions. Then the exact hole-edge stress analytic solution of composite plate with rectangle holes and wing manholes is resolved. Both of offset axis loadings and its influences on the stress concentration coefficient of the hole-edge are discussed. And comparisons of different loads along various offset axis on the hole-edge stress distribution of orthotropic plate with rectangle hole or wing manhole are made. It can be concluded that hole-edge with continuous variable curvatures might help to decrease the stress concentration coefficient; and smaller angle of outer load and fiber can decrease the stress peak value.     

Non-monotonic material contrast in scanning ion and scanning electron images

30 keV Ga⁺ focused ion beam induced secondary electron (iSE) imaging was used to determine the relative contrast between several materials. The iSE signal compared from C, Si, Al, Ti, Cr, Ni, Cu, Mo, Ag, and W metal layers does not decrease with an increase in target atomic number Z₂, and shows a non-monotonic relationship between contrast and Z₂. The non-monotonic relationship is attributed to periodic fluctuations of the stopping power and sputter yield inherent to the ion–solid interactions. In addition, material contrast from electron-induced secondary electron (eSE) and backscattered electron (BSE) images using scanning electron microscopy (SEM) also shows non-monotonic contrast as a function of Z₂, following the periodic behavior of the stopping power for electron–solid interactions. A comparison of the iSE and eSE results shows similar relative contrast between the metal layers, and not complementary contrast as conventionally understood. These similarities in the contrast behavior can be attributed to similarities in the periodic and non-monotonic function defined by incident particle–solid interaction theory.     

Short-Term Relay Quality Prediction Algorithm Based on Long and Short-Term Memory

The fraction defective of semi-finished products is predicted to optimize the process of relay production lines, by which production quality and productivity ar...     

End-to-End Multiview Gesture Recognition for Autonomous Car Parking System

The use of hand gestures can be the most intuitive human-machine interaction medium.The early approaches for hand gesture recognition used device-based methods....     

Application of Feature Extraction through Convolution Neural Networks and SVM Classifier for Robust Grading of Apples

This paper proposes a novel grading method of apples,in an automated grading device that uses convolutional neural networks to extract the size,color,texture,an...     

分布动态载荷识别的抗噪处理

针对正交多项式频域法在用多种响应对矩形薄板进行载荷识别中抗噪性较差的问题,综合运用平均法、矩阵预处理和奇异值截断法等方法对之进行改善,并引入空间映射的思想,将该方法的应用范围拓展为复杂的模型.利用仿真算例,证实了该方法具有较好的抗噪性.     

基于MELTAC-N平台的核电厂安全级DCS环网研究与测试

针对工程实践中环网通讯相关问题的处理缺乏理论基础及国产化安全级DCS平台的开发缺乏成熟经验借鉴问题,对基于MELTAC-N平台核电厂安全级DCS环网的软硬件实现进行了研究。提出了安全级DCS环网双环网冗余设计、光切换开关设计等硬件设计方法,以及以RPR协议为基础,采用全数据收发策略的软件设计方法。在CPR1000安全级DCS平台上对安全级DCS环网的可靠性及实时性进行了评价,并进行了容错能力、响应时间及响应时间稳定性测试验证实验。结果表明,基于MELTAC-N平台安全级DCS环网软硬件设计具有较好的容错能力及响应时间稳定性。     

The laboratory simulation of abrasive wear

Abrasive wear has long been recognised as one of the most potentially serious tribological problems facing the operators of many types of plant and machinery; several industrial surveys have indicated that wear by abrasion can be responsible for more than 50% of unscheduled machine and plant stoppages. Locating the operating point of a tribological contact in an appropriate operational ‚map’︁ can provide a useful guide to the likely nature and origins of the surface degradation experienced in use, though care must be exercised in choosing the most suitable parameters for the axes of the plot. Laboratory testing of materials and simulations of machine contacts are carried out for a number of purposes; at one level for the very practical aims of ranking candidate materials or surface hardening treatments in order of their wear resistance, or in an attempt to predict wear lives under field conditions. More fundamentally, tests may be aimed at elucidating the essential physical mechanisms of surface damage and loss, with the longer term aim of building an analytical and predictive model of the wear process itself. In many cases, component surface damage is brought about by the ingress of hard, particulate matter into machine bearing or sealing clearances. These may be running dry although, more usually, a lubricant or service fluid is present at the interface. A number of standardised wear test geometries and procedures have been established for both two- and three-body wear situations, and these are briefly described. Although abrasive wear is often modelled as following an ‚Archard’︁ equation (i.e. a linear increase in material loss with both load and time, and an inverse dependence on specimen hardness) both industrial experience and laboratory tests of particularly lubricated contacts show that this is not always the case: increasing the hardness differential in an abrasively contaminated lubricated pair may not always reduce the rate of damage to the harder surface.     

ANGULAR DISTORTION ALLOWABLE VALUE AND ASSESS METHOD OF WELD ON COKE TOWER

A graph as the new engineering method for estimate the safety of bulging deformation of coke tower is proposed. Through stresses analysis of circumferential weld of coke tower and comparing the stresses produced by pressure with heat stress of steady state, residual stress, bending stress produced by both itself weight and wind loads, it showed that the stresses produced by pressure on the angle distortion are the main factor of equivalent stress of the combined stress. After comparing four kinds of stress controlling conditions, the relation to stress with depth of angular distortion, grade of curvature of angular distortion and half of region of angular distortion has been inferred. Graph of deformation allowable value of coke tower for different condition by angular distortion and half of region of angular distortion has been plotted. The five steps for its engineering use have been explained. The lighter the grade of curvature is, the larger of bulge allowance, may be, and the bigger of depth of angular distortion may pose too. For the coke tower with a popular structure of Dg 5 400 mm×28 mm, the result by graph is nearly more than the result of two formulas formed by other research, the error is less than 7.0%. But, the graph can be easily applied to different size of angular distortion.