Computer Aided Simulation on Precision Cold Forging of Universal Joint Cross

The 3D FEM numerical simulation on multi-action precision cold forging technology of universal joint cross and differential spider is done in this article using DEFORM Software, a commercial computer aided engineering software specializing in forming and heat treatment simulation technology, and suitable for cold, warm and hot forging process. The material flow properties, the dynamic variation of stress and strain in the process of deformation and the load-stroke curve have also been achieved. A good consistency is exhibited between simulation results and practical data. Based on the DEFORM simulation results, the optimized procedure has been found for forging a universal joint cross. What should be emphasized here is that a better understanding of practical forging characters and the environmental factors can greatly improve the simulation accuracy thus make the simulation results more reliable.

Three‑dimensional numerical simulation of dynamic strength and failure mode of a rock mass with cross joints

To study the dynamic mechanical properties and failure characteristics of intersecting jointed rock masses with different joint distributions under confining pressure,considering the cross angleαand joint persistence ratioη,a numerical model of the biaxial Hopkinson bar test system was established using the finite element method–discrete-element model coupling method.The validity of the model was verified by comparing and analyzing it in conjunction with laboratory test results.Dynamics-static combined impact tests were conducted on specimens under various conditions to investigate the strength characteristics and patterns of crack initiation and expansion.The study revealed the predominant factors influencing intersecting joints with different angles and penetrations under impact loading.The results show that the peak stress of the specimens decreases first and then increases with the increase of the cross angle.Whenα<60°,regardless of the value ofη,the dynamic stress of the specimens is controlled by the main joint.Whenα≥60°,the peak stress borne by the specimens decreases with increasingη.Whenα<60°,the initiation and propagation of cracks in the cross-jointed specimens are mainly controlled by the main joint,and the final failure surface of the specimens is composed of the main joint and wing cracks.Whenα≥60°orη≥0.67,the secondary joint guides the expansion of the wing cracks,and multiple failure surfaces composed of main and secondary joints,wing cracks,and co-planar cracks are formed.Increasing lateral confinement significantly increases the dynamic peak stress able to be borne by the specimens.Under triaxial conditions,the degree of failure of the intersecting jointed specimens is much lower than that under uniaxial and biaxial conditions.

Digital image processing-based automatic detection algorithm of cross joint trace and its application in mining roadway excavation practice

This paper proposes a digital image processing-based detection algorithm for cross joint traces of coal roadway heading face.Initially,the acquired images were preprocessed,i.e.,adaptive correction was conducted for non-uniform illumination images based on the 2D gamma function.The edge detection algorithm was then applied to extract the edges of the structural plane,followed by the filtration of the non-structural plane noises.Moreover,the Hough transform algorithm was applied to extract the linear edges;finally,the edges were locally connected in accordance with the angle and distance criteria.The experimental results show that this algorithm can be used to reduce the noise caused by non-uniform illumination and avoid the mutual interference of multi-scale edges,so as to effectively extract the traces of the cross joint.Furthermore,Q-system and rock mass rating(RMR),were applied to conduct a quantitative evaluation on the stand-up time of unsupported roof in the four test images.The Q-system quality scores are 26.7,43.3,3.1,and 6.7,and the RMR quality scores are 56.84,58.73,48.42,and 51.42,respectively.The stand-up time of unsupported roofs with a span of 4.6 m are 30,36,7.7 and 14 d,respectively.

Numerical simulation and experimental study on constant amplitude fatigue behavior of welded cross plate-hollow sphere joints

In order to reveal the constant-fatigue fracture form and mechanism of the welded cross plate-hollow sphere joints(WCPHSJs)and establish its formula,the WCPHSJs were fatigue tested.A total of 19 specimens were tested under constant amplitude fatigue loads using a specially designed test rig.The joint was analyzed statically by t e finite element analysis(F3A),and metallographic analysis of fatigue fracture was done by the electron scanning microscope.Numerical simulation and experimental results show that the hot-spot of WCPHSJ lies at the weld toe location where severe stress is concentrated.Fatigue cracks initiate at the weld toe and then propagate circumferentially around the sphere with a diameter equivalent to the width of the cross plate up to the fatigue facture.The initial welding defects and constructional detail constitute the main factor of fatigue failure.The S-N curves for the joints were developed through a linear regession analysis of fatigue data.A formula for calculating constant amplitude fatigue,base on the concept of the hot spot stress amplitude,is proposed.

A MATLAB-Based Numerical and GUI Implementation of Cross-Gradients Joint Inversion of Gravity and Magnetic Data

The cross-gradients joint inversion technique has been applied to multiple geophysical data with a significant improvement on compatibility, but its numerical implementation for practical use is rarely discussed in the literature. We present a MATLAB-based three-dimensional cross-gradients joint inversion program with application to gravity and magnetic data. The input and output information was examined with care to create a rational, independent design of a graphical user interface (GUI) and computing kernel. For 3D visualization and data file operations, UBC-GIF tools are invoked using a series of I/O functions. Some key issues regarding the iterative joint inversion algorithm are also discussed: for instance, the forward difference of cross gradients, and matrix pseudo inverse computation. A synthetic example is employed to illustrate the whole process. Joint and separate inversions can be performed flexibly by switching the inversion mode. The resulting density model and susceptibility model demonstrate the correctness of the proposed program.

Research on Angular Output Velocity of a Drive Shaft with Double Cross Universal Joints

The study object is the angular output velocity of the drive shaft which is made up of two series-wound cross universal joints. We have deduced the function relation between the angular output velocity and initiative input angle of the drive shaft with double cross universal joints that is based on the calculation formula of the angular output velocity of a single cross universal joint, and by analyzing the relation between the two input angles. By using this function relation, the constant velocity condition of the drive shaft with double cross universal joints＂ is verified. The step-by-step searching algorithm is adopted to obtain the optimal phase angle that leads to the minimum fluctuate index of the angular output velocity in the vary velocity condition. At the same time, we worked out the maximal and minimum value of the angular output velocity, and their initiative input angle. The correctness of the function of the angular output velocity and the step-by-step search algorithm are verified by an ADAMS simulation example.

早期应用跨关节外固定支架对胫骨平台骨折患者膝关节软组织的保护效果

目的 探讨早期应用跨关节外固定支架治疗,对Ⅵ型胫骨平台骨折患者膝关节软组织的保护效果。方法 选取2019年1月至2020年12月收治的Ⅵ型胫骨平台骨折患者122例为研究对象,以信封法进行随机分成研究组和对照组,每组61例。研究组患者给予早期(收治12 h内)跨关节外固定支架联合内固定手术;对照组患者给予延期(收治24~72 h内)跨关节外固定支架联合内固定手术。观察和比较2组患者的手术情况指标、术后恢复指标、膝关节疗效、膝关节功能评分、膝关节软组织损伤指标。结果 研究组外固定手术时间和内固定手术时间均短于对照组,外固定术后VAS评分低于对照组,内固定术中出血少于对照组;研究组康复时间和骨折愈合时间均短于对照组,差异均有统计学意义(P<0.05);2组并发症发生率和膝关键治疗优良率比较,差异无统计学意义(P>0.05);术后,2组患者各项膝关节功能评分均降低,且研究组低于对照组,差异均有统计学意义(P<0.05);研究组外固定术后水疱发生率低于对照组,外固定术后肿胀程度小于对照组,水疱痂皮愈合时间早于对照组,差异均有统计学意义(P<0.05)。结论 与延期时机相比,给予Ⅵ型胫骨平台骨折患者早期跨关节外固定支架联合内固定手术治疗,能够缩短手术时间,提升患者骨折愈合和术后康复进程,促进患者膝关节功能和膝关节软组织损伤的恢复。

深化职业教育产教融合的关键是实现跨界组织实体化运作

深化产教融合是职业教育实现高质量发展的核心举措。改革开放以来,我国职业教育产教融合在政策牵引和实践演绎的相互作用下,展现了由松散到紧密、由浅层次到深层次的演变历程。但长期以来,产教“融而不合”、校企“跨而不实”的现实困境始终难以破题。伴随市域产教联合体、行业产教融合共同体等新型产教跨界组织的产生与发展,以制度突破为基本前提,推进跨界组织的实体化运作成为深化职业教育产教融合的关键。而实现这一点,需要跨界组织具有符合实际的组织结构、发挥实效的主导权力、约束有力的职责分工、稳定的利益共享机制、有效的激励保障政策,也需要多方主体协同有效的共建共治。

浅析手游IP计中的应用研究

本文从手游IP在新式茶饮联名设计中的现状入手,分析手游IP在新式茶饮联名设计中的应用基础,对手游IP在新式茶饮联名设计中的应用规则进行细致的阐述,旨在更好地了解手游IP在新式茶饮联名设计中的未来发展趋势,认清IP联名的现状,归纳与总结IP联名的缺憾,实现跨圈双赢。

面向深部矿产资源勘探的井中重磁三维交叉梯度联合反演

单一井中重磁方法解决问题有限,其三维反演具有严重的多解性。开展面向深部矿产资源勘探的井中重磁三维交叉梯度联合反演,采用交叉梯度函数对密度和磁化率进行耦合,综合井中重磁多参数信息进行联合反演,减少反解的多解性,提高深部矿体识别的准确性。通过理论模型和实际资料进行反演分析。结果表明:井中重磁交叉梯度联合反演具有较高的纵向分辨能力,可以显著提高深部矿体识别的准确性,特别是能有效识别深部隐伏矿体。

某车型传动轴2阶抖动优化控制

随着动力系统功率扭矩不断提升,十字万向节传动轴2阶抖动问题更加凸显,研究该问题对提升后驱车型乘坐舒适性意义重大。根据传动轴附加弯矩计算公式得出,万向节夹角越大附加弯矩越大,整车抖动越大。文章以某车型起步大油门加速工况的传动轴2阶抖动为研究对象,实车测试分析振动较大位置为传动轴第二中间支撑和后桥主减壳体,进一步分析得知传动轴夹角α3和α4较大。根据分析结果提出了调整传动轴夹角和等速万向节改制等两种优化方案,并且整车验证优化效果明显。该研究内容对优化传动轴2阶抖动问题具有较强的工程意义。

“国优计划”实施中的组织跨界行动及其优化策略--基于活动理论的视角

2023年7月,我国出台《教育部关于实施国家优秀中小学教师培养计划的意见》,要求实施“国家优秀中小学教师培养计划”(简称“国优计划”)。“国优计划”在建设教育强国的背景下应运而生,旨在发挥参与实施“国优计划”的高校在师资、生源等多方面的优势,培养研究生层次高素质中小学教师。从计划实施的情况来看,如何协调高校内部不同院系和学科的力量,推动不同组织开展跨界联合培养“国优计划”研究生,是其中一个重要议题。本研究基于活动理论的视角,建立“国优计划”研究生跨界培养系统模型,分析该计划的实施及其交互活动系统的复杂结构与动态发展,探寻“国优计划”实施中的组织跨界行动优化策略。不同院系跨界开展“国优计划”研究生联合培养项目的关键在于:一是要从活动理论的逻辑起点出发,以培养“学科教学素养”这一潜在的共享目标为切入点,促进不同主体对跨界联合培养高素质中小学教师达成一致认识;二是要建设联合培养项目的配套制度,促进中介工具融合和创新、抓好规则与分工的落实;三是要在共同体稳定与拓展上持续发力,既要在已有共同体内建立更多通路以加深共同体的稳定联系,又要根据不断变化的现实需要灵活拓展共同体边界。

基于DEMATEL方法的科学基金项目绩效关键影响因素识别及实证研究——以促进海峡两岸科技合作联合基金项目为例

基础研究是应用研究和重大创新之源,联合基金作为国家基金委联合地方政府支持基础研究的主渠道之一,对提升地区原始创新能力、促进人才队伍建设发挥重要作用。为了真实反映促进海峡两岸科技合作联合基金资助项目的学术水平,从创新成果、人才培养、合作交流、项目延伸和间接影响等5个维度构建结题项目绩效评价指标体系,运用DEMATEL法分析15个二级指标之间的关联影响,结合多层次模糊综合评价法构建模型,并以某大学承担的重点支持项目为案例对影响项目绩效的关键因素进行实证分析,确定这个项目绩效评价等级。实证结果表明:DEMATEL法可以识别影响项目绩效的关键指标;模糊综合评价模型既考虑了评价对象的模糊性,也兼顾了指标体系的层次性,综合评价结果更具科学性。

DCFF-Net:基于人体骨骼点的双流跨级特征融合动作识别网络

在基于骨骼的动作识别任务中,骨骼点特征对于动作识别来说至关重要。针对现有方法存在输入特征不足、特征融合策略粗糙、参数量大等问题,提出一种基于人体骨骼点的双流跨级特征融合网络。首先,针对特征输入,用欧氏距离骨架特征(EDSF)和余弦角度骨架特征(CASF)两种局部关节特征来表征人体骨骼序列,帮助网络识别不同体态和体态相似的人体动作;其次,考虑到部分动作类别的运动轨迹与全局运动的相关性,引入全局运动特征(GMF)弥补局部关节特征在此类动作上识别精度不足的问题;此外,为了加强不同特征之间的信息交互,提出一种跨级特征融合模块(CLFF),对不同特征层、不同属性的动作特征进行特征互补,丰富了网络的特征形式;最后,网络采用一维卷积(Conv1D)进行搭建,减轻了模型的计算负担。实验结果表明,所提模型在JHMDB身体动作数据集上获得了84.1%的识别准确率,在SHREC手势动作数据集上分别获得了97.4%(粗糙数据集)和95%(精确数据集)的识别准确率,取得了与先进方法相当的性能。

考虑衬砌截面协调变形约束的既有隧道受盾构下穿施工影响的Fourier能量变分解

目前关于新建盾构开挖诱发既有地铁隧道变形的理论研究,大多将既有隧道简化为不含接头的Euler-Bernoulli梁,而忽视了衬砌截面的剪切变形与管片接头的局部刚度削弱。此外,既有地基模型理论较少考虑衬砌管片与接触土体的协调变形约束。首先,采用Loganathan-Polous公式计算盾构开挖诱发的土体自由位移场,并将既有隧道视为考虑剪切变形的Timoshenko梁,基于沿轴线变化的抗弯与剪切刚度函数来描述管片接头的局部削弱作用;然后,结合能量变分原理与连续弹性体Mindlin解,建立考虑衬砌截面协同变形约束的隧道位移控制方程,将盾构开挖诱发的附加荷载施加于既有隧道,并使用Fourier级数方法求解既有隧道纵向变形;最后,将Fourier能量变分解与3组工程实测数据进行对比验证,取得了较好的一致性。此外,考虑隧道抗弯刚度、剪切刚度、接头刚度削弱作用、土体参数与隧道空间位置等因素的共同影响,使用抗弯系数、剪切系数及接头系数进行敏感性分析。结果表明,考虑截面变形协调约束的理论解更为符合实际,不考虑变形协调约束所得隧道位移结果偏大;衬砌接头局部刚度的削弱作用将造成隧道弯矩沿轴线在接头处发生明显锯齿状突变;抗弯系数与剪切系数的增长均导致隧道结构所受弯矩降低;剪切系数由低到高的增长将导致隧道变形模式发生“弯曲控制-弯剪混合-剪切控制”三阶段变化;隧道变形模式进入“剪切控制”阶段的过程中,抗弯刚度的变化对隧道内力影响逐渐降低;接头系数的增长将造成隧道所受弯矩降低,但隧道抗弯刚度较大时其影响逐渐减弱。

H340LAD+Z电阻点焊接头疲劳性能研究

开展了H340LAD+Z(1.2 mm)-H340LAD+Z(1.2 mm)点焊十字接头和点焊剥离接头疲劳性能及失效模式的研究工作。研究发现,点焊十字接头拉伸试验的最大力为9.0 kN,点焊剥离接头拉伸试验的最大力为1.9 kN,点焊接头硬度最大值为348 HV 1,位于熔核区内,点焊十字接头和点焊剥离接头的最大力-疲劳寿命曲线在双对数坐标轴下呈线性关系,且点焊十字接头的疲劳性能优于点焊剥离接头的疲劳性能。最后观察了点焊十字接头和点焊剥离接头的疲劳失效模式及疲劳断口形貌特征,2种接头的失效模式略有差别,疲劳断口形貌均由裂纹源和扩展区组成。

不同接头类型地下连续墙受力特性研究

以浦东机场南区地下交通枢纽工程为例,通过建立数值模型分析了不同地下连续墙接头在基坑工程的应用效果,并对比选择了最佳接头类型。研究结果表明:地下连续墙接头部位的水平位移随着基坑的不断开挖而增大;接头位移在基坑开挖至底部时达到最大值66.3mm,在开挖过程中水平位移较大的部位基本位于基坑的中上部,要预先做好预警工作和应急预案,避免发生大面积渗漏的情况;接头类型不同时,地下连续墙对应部位的水平位移有所差异,选择刚性接头时地下连续墙传递应力的能力更好,承载能力更强,位移变形较小;随着基坑的开挖,地下连续墙采用H型钢接头和十字钢板接头时的水平位移变化趋势基本一致;支撑轴力在接头水平位移有显著降低的第3道混凝土支撑部位时的值较大;地下连续墙接头类型同时会对接头部位的稳定性和基坑支护结构造成较大影响;通过对比,H型钢接头更适用于背景项目。

基于跨模态联合编码的多模态情感分析

如何提高多模态融合特征的有效性是多模态情感分析领域的热点问题之一。以往的研究大多通过设计复杂的融合策略获取融合特征表示,这些方法往往忽略了模态间复杂的关联关系,同时存在着由于模态信息不一致所导致的融合特征有效性降低问题,进而影响模型的性能。针对上述问题,提出一种基于跨模态联合编码的多模态情感分析模型。在特征提取方面,利用预训练模型BERT和Facet模型分别提取文本和视觉特征,经过一维卷积操作获取相同维度的单模态特征表示。特征融合方面,利用跨模态注意力模块获得两模态的联合特征,使用联合特征分别调整单模态特征的权重,将两者拼接后获得多模态融合特征,最终输入到全连接层中进行情感识别。在公开数据集CMU-MOSI上的广泛实验表明,该模型的情感分析结果优于大多数现有先进的多模态情感分析方法,能够有效提升情感分析的性能。

新建隧道近接上穿对既有盾构隧道纵向变形的影响

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