Simulation on Mechanical Behaviors of Oil-film Bearing Sleeve by Elastic Interference Fit

Oil film bearing,which works on thin film between sleeve and bush,is widely used in steel industry due to the characteristics of high efficiency and low noise,etc. The backup roll of 1 580PC hot strip mill invested by some steel corporation has been equipped with such bearing. During the process of setup&disassembly and usage period,the sleeve has been dramatically damaged,which results in production accidents and decreases its service life,thus heavily influencing steel production. Aimed at such puzzles,under specific loadcase,mechanical properties of bearing sleeve,as well as estimation of contact status and adhesive force of sleeve by interference fit,are quantitatively simulated by finite element method,which establishes an mechanical foundation for improving the load capacity of bearing and decreasing its wear and adhesion damages. Finally,some measures and conclusions are drawn.

Analysis on Static Pressure Bearing Seal Characteristics of Guide Sleeve of Electro-hydraulic Servo Cylinder

As a typical bionic walking robot, hydraulic quadruped robot has attracted much attention because of its high mobility, strong load capacity and steady motion. The electro-hydraulic servo cylinder, as its power actuator, requires low friction, good lateral load resistance and high speed motion. The electro-hydraulic servo cylinder hydrostatic bearing seal guide sleeve is taken as the research object in this paper. By using Fluent software to analyze and contrast the film characteristics of rectangular and I-shaped oil chamber of hydrostatic bearing seal guide sleeve, the relationship between piston rod moving speed, eccentricity, oil film carrying capacity, friction force and leakage volume, as well as the relationship between oil feed flow and oil film bearing capacity, friction force, inlet pressure and leakage volume were analyzed. This study provides a theoretical basis for optimizing the static pressure bearing seal parameters.

Methodology for Obtaining Optimal Sleeve Friction and Friction Ratio Estimates from CPT Data

Cone penetration testing (CPT) is a cost effective and popular tool for geotechnical site characterization. CPT consists of pushing at a constant rate an electronic penetrometer into penetrable soils and recording cone bearing (qc), sleeve friction (fc) and dynamic pore pressure (u) with depth. The measured qc, fs and u values are utilized to estimate soil type and associated soil properties. A popular method to estimate soil type from CPT measurements is the Soil Behavior Type (SBT) chart. The SBT plots cone resistance vs friction ratio, Rf [where: Rf = (fs/qc)100%]. There are distortions in the CPT measurements which can result in erroneous SBT plots. Cone bearing measurements at a specific depth are blurred or averaged due to qc values being strongly influenced by soils within 10 to 30 cone diameters from the cone tip. The qcHMM algorithm was developed to address the qc blurring/averaging limitation. This paper describes the distortions which occur when obtaining sleeve friction measurements which can in association with qc blurring result in significant errors in the calculated Rf values. This paper outlines a novel and highly effective algorithm for obtaining accurate sleeve friction and friction ratio estimates. The fc optimal filter estimation technique is referred to as the OSFE-IFM algorithm. The mathematical details of the OSFE-IFM algorithm are outlined in this paper along with the results from a challenging test bed simulation. The test bed simulation demonstrates that the OSFE-IFM algorithm derives accurate estimates of sleeve friction from measured values. Optimal estimates of cone bearing and sleeve friction result in accurate Rf values and subsequent accurate estimates of soil behavior type.

Research and Design of Sleeve Detach and Reunion Drive Mechanism of Screw Melt Extruder Equipment

The design of sleeve detach and reunion drive device of screw melt ex- truder equipment was optimized, based on the present installation of hygraulic drive device to achieve the mechanical opening and closing of the sleeve, the dynamic model of the sleeve detach and reunion drive was theoretically measured, and it was verified that the device is simple to operate and convenient to maintain, thus it has great social values.

三代压水堆核主泵关键部件制造及工艺研究进展

核主泵作为反应堆冷却剂系统中唯一高速旋转的设备,其正常运行对于整个核电站的安全至关重要.长期以来,核主泵制造的安全性与可靠性一直是中国核电技术发展的“卡脖子”难题.近年来,得益于国家对核电技术基础研究的大力投入,以及依托重大课题项目的推进,中国三代压水堆核主泵国产化进程在各个方面都取得了重大成果.文中从核主泵制造及工艺的角度,深入剖析叶轮、泵壳、定子、转子、屏蔽套、密封、轴承等关键部件的发展历程,并针对各部件的材料选择、加工、装配工艺、检测方法及技术体系等进行详细分析,总结了中国核主泵的制造进度及难点.最后,结合当前核主泵制造的现状,提出中国核主泵制造发展的相关建议,这对中国核电事业的国产化进程具有重要意义.

套筒灌浆连接预制混凝土框架柱接头斜截面抗剪性能试验研究

套筒灌浆连接是预制混凝土框架结构中应用较广泛的连接方式。开展了6个套筒灌浆连接预制混凝土柱接头的抗剪试验,主要研究了轴压比(0,0.2,0.4,0.6)、混凝土强度等级(C30,C40,C50)对柱接头斜截面抗剪性能影响。研究表明:所有试件接头均发生斜截面剪切破坏,且斜截面破坏发生时接缝界面保持完好;柱接头抗剪承载力随着混凝土强度、轴压比的提高而增大;在轴压比0.4下,与C40试件相比,C30试件的抗剪承载力降低14%,C50试件的抗剪承载力提高13%;混凝土强度等级为C40时,轴压比为0,0.2试件的抗剪承载力分别比轴压比为0.4试件降低17%,8%,轴压比为0.6试件的抗剪承载力比轴压比为0.4试件提高7%;预制柱接头的初始刚度随轴压比的增大而增大。最后,基于试验结果,对中国GB 50010—2010《混凝土结构设计规范》(2015年版)、欧洲规范《Eurocode 2:Design of Concrete Structures》中混凝土柱接头斜截面抗剪承载力计算公式进行了评价。

回油槽结构对高速插齿机静压主轴性能影响研究

为提高数控高速插齿机静压主轴工作性能,以摩擦学和流体力学理论为基础,通过理论分析、数值模拟,探究了不同工况条件下有、无回油槽对静压主轴性能的影响规律。首先,建立了有、无回油槽油膜流体仿真模型和流固耦合模型,基于实际工况参数进行了仿真计算,探究了有、无回油槽对油膜承载力、刚度、剪切力和轴套最大变形量的影响规律;然后,利用瞬态计算,分析了在10次冲程运动内有、无回油槽结构对静压主轴油膜黏性生热现象的影响,探究了相同工况下不同回油槽形状对油膜承载力与刚度的影响;最后,搭建了静压导轨实验平台,通过实验数据证明了有限元仿真模型的有效性。研究结果表明:添加回油槽结构可以使油膜承载力和刚度提升约1.5倍,可小幅降低油膜黏性阻力,并使油膜平均温度保持稳定;在低偏心率时,无回油槽轴套相对有回油槽轴套变形量最大相差40%,高偏心率时则相反;偏心率较低时,回油槽形状对油膜刚度影响相对较大。该研究可为高速插齿机静压主轴结构参数优化和工程应用提供参考。

钢结构箱式房屋模块间螺栓套环节点及其抗弯性能

针对钢结构箱式房屋模块间节点连接性能较弱、安装效率较低等问题,提出一种新型的螺栓套环节点用于模块间的连接。通过ABAQUS有限元软件对建立的螺栓套环节点模型进行抗弯性能分析,探讨受弯方向、螺栓直径及下角件是否开设侧面操作孔等因素对节点抗弯性能、极限承载力以及破坏模式的影响。结果表明:螺栓套环节点具有优异的抗弯承载力与抗弯性能,与现有的角件旋转式节点相比,直径为58 mm的螺栓套环节点的极限承载力和初始转动刚度分别提高了52.2%和37.3%;弯矩方向和下角件是否开设侧面操作孔对螺栓套环节点的抗弯承载力影响较小;螺栓直径是影响螺栓套环节点抗弯性能的关键因素,直径越大,节点极限承载力和初始转动刚度越大,但随着螺栓直径的增大,其对节点抗弯性能的影响程度减弱,故不能仅靠增大螺栓直径改善节点抗弯性能。

高棒精轧机辊箱及惰轴故障率高的原因分析与改善措施

介绍福建泉州闽光钢铁有限责任公司轧钢厂高棒精轧机辊箱及惰轴的结构及常见故障。辊箱常见故障有油膜轴承烧损、偏心套拨叉断裂、眼镜板变形、铜螺母断裂等;惰轴常见故障有油膜轴承烧损。通过深入现场了解辊箱及惰轴的运行情况,深入分析故障原因,并通过科学理论分析计算,提出降低精轧机辊箱及惰轴故障率的改善措施。经改进后,辊箱及惰轴的使用寿命大大提高,为高棒生产线的稳定生产保驾护航。

汽车十字轴式万向节断裂原因分析

某汽车在路况极差、颠簸不平的道路上行驶时,出现了传动系统失效问题,经检查发现万向节的轴承套筒断裂。为查找套筒断裂失效原因,对其断口形貌、显微组织、化学成分、维氏硬度等进行了检测。结果表明:渗碳与淬火工艺不良是万向节轴承套筒发生断裂的主要原因。套筒表面组织为粗针马氏体+大量残留奥氏体,局部可见马氏体间微裂纹,心部存在魏氏组织,使套筒冲击性能变差,因无法承受苛刻路况冲击而发生脆性断裂。

滚筒洗衣机水封及关联部件的设计

滚筒洗衣机在使用中,轴承和水封有一定的维修比例,维修时两者都要更换。因轴承与水封需专用设备压装,考虑到维修之后的耐久性,一般建议更换压装好轴承与水封的后桶组件。这种维修费时费力成本较高,为此需降低轴承与水封的维修比例。经分析轴承过早失效的主要原因是水封失效产生泄漏,使轴承与水接触,造成轴承生锈产生异响;而水封失效的主要原因是磨损,磨损必然降低其密封性,进而严重影响整机的使用寿命。文章总结水封及关联部件的设计,为此类部件提供一定思路。

A study on bearing characteristic and failure mechanism of thin-walled structure of a prefabricated subway station

In order to study the bearing performance of a new type of prefabricated subway station structure(PSSS),firstly,a three-dimensional finite element model of the PSSS was established to study the nonlinear mechanics and deformation performance.Secondly,the bearing mechanism of a PSSS was investigated in detail.Finally,the development law of damages to a thin-walled prefabricated component and the failure evolution mechanism of a PSSS were discussed.The results showed that this new type of the PSSS had good bearing capacity.The top arch structure was a three-hinged arch bearing system,and the enclosure structure and the substructure were respectively used as the horizontal and vertical support systems of the three-hinged arch structure to ensure the integrity and stability of the overall structure.Moreover,the tongue-and-groove joints could effectively transmit the internal force between the components and keep the components deformed in harmony.The rigidity degradation of the PSSS caused by the accumulation of damages to the spandrel,hance,arch foot,and enclosure structure was the main reason of its loss of bearing capacity.The existing thin-walled components design had significant advantages in weight reduction,concrete temperature control,components hoisting,transportation and assembly construction,which achieved a good balance between safety,usability and economy.

Bearing capacity of thin-walled shallow foundations： an experimental and artificial intelligence-based study

Thin-walled spread foundations are used in coastal projects where the soil strength is relatively low. Developing a predictive model of bearing capacity for this kind of foundation is of interest due to the fact that the famous bearing capacity equations are proposed for conventional footings. Many studies underlined the applicability of artificial neural networks （ANNs） in predicting the bearing capacity of foundations. However, the majority of these models are built using conventional ANNs, which suffer from slow rate of learning as well as getting trapped in local minima. Moreover, they are mainly developed for conventional footings. The prime objective of this study is to propose an improved ANN-based predictive model of bearing capacity for thin-walled shallow foundations. In this regard, a relatively large dataset comprising 145 recorded cases of related footing load tests was compiled from the literature. The dataset includes bearing capacity （Qu）, friction angle, unit weight of sand, footing width, and thin-wall length to footing width ratio （Lw/B）. Apart from Qu, other parameters were set as model inputs. To enhance the diversity of the data, four more related laboratory footing load tests were conducted on the Johor Bahru sand, and results were added to the dataset. Experimental findings suggest an almost 0.5 times increase in the bearing capacity in loose and dense sands when LJB is increased from 0.5 to 1.12. Overall, findings show the feasibility of the ANN-based predictive model improved with particle swarm optimization （PSO）. The correlation coefficient was 0.98 for testing data, suggesting that the model serves as a reliable tool in predicting the bearing capacity.

灌浆套筒力学性能影响因素研究进展

灌浆套筒作为装配式结构重要连接方式其力学性能对结构安全性具有重大影响。极限承载力,黏结强度作为接头连接件主要力学指标受灌浆料强度,连接钢筋锚固长度,试件偏心,施工扰动,高温,冻融,锈蚀等因素影响。从灌浆套筒自身组分即灌浆料、套筒、连接钢筋出发,总结不同因素对试件力学性能影响,汇总现有不同影响因素下强度计算公式。针对目前发展状况,提出未来研究方向,为装配式建筑进一步发展奠定基础。

考虑钢筋偏心影响的铸造半灌浆套筒连接性能试验研究

为研究钢筋偏心(垂直偏心和斜向偏心)对铸造半灌浆套筒连接性能的影响,设计制作了18个铸造半灌浆套筒连接试件,通过拉伸试验研究钢筋偏心对试件破坏形态、强度与变形性能、灌浆料损伤程度的影响。结果表明,钢筋垂直偏心和斜向偏心对接头极限承载力影响较小,主要影响接头的变形性能,且出浆口所在截面为最危险截面;钢筋垂直偏心使贴近钢筋一侧筒壁应变大于另一侧对称位置应变,且钢筋斜向偏心试件具有相同的应变分布规律;钢筋居中试件灌浆料损伤深度最小,斜向偏心试件损伤深度最大,垂直偏心试件次之。最后,建立了铸造半灌浆套筒连接接头极限承载力分析模型,接头极限承载力计算结果与试验结果吻合良好,误差小于10%。

B型套筒修复管道的极限轴向承载力预估方法

含环焊缝缺陷的管道采用B型套筒修复后的极限轴向承载能力至关重要。若依靠试验获得大直径管道修复后的极限轴向承载力,或代价昂贵,或因加载设备的载荷限制而难以实施,文章提出采用品字形焊接板预测其极限轴向承载力的方法。首先,选取两段Φ219 mm的管子对接,模拟环焊缝完全断开的管道。经B型套筒修复后,通过“以压代拉”试验获得极限轴向承载力。同时,进行有限元模拟,试验与模拟结果相差仅2.8%。进而,采用同样的有限元建模方法,获得B型套筒修复Φ1016 mm管道后的极限轴向承载力。最后,针对Φ1016 mm管道的B型套筒修复结构,分析其轴对称性及品字形焊接板承受拉伸时的边界效应,开展品字形焊接板拉伸试验。结果表明,品字板法预估值与有限元模拟值仅相差3.1%。综合模拟与试验结果,品字形焊接板可以准确预估B型套筒修复含环焊缝缺陷管道后的极限轴向承载力。

预制桥墩灌浆套筒连接单向拉拔承载力试验研究

为保障预制桥墩用全灌浆套筒连接极限承载力,提升其施工质量,对灌浆套筒连接进行单向拉拔承载力研究。总结分析相关规范中全灌浆套筒连接的材料性能、设计要求和施工技术等方面相关规定;进行10组足尺全灌浆套筒连接单向拉拔试验和19组有限元实体模型分析,研究钢筋锚固长度、直径、轴向偏位及灌浆料强度等因素对其极限承载力的影响,并提出施工质量控制指标和措施。结果表明:相关规范对灌浆料强度、钢筋锚固长度等指标的标准值规定存在一定差异;钢筋轴向偏位及安装偏斜对全灌浆套筒连接拉拔承载力影响可忽略,且应保证灌浆套筒连接中钢筋与灌浆料具有足够多的接触面积;当灌浆料强度不低于60、80、100 MPa时,其钢筋锚固长度应分别不低于10d、8d和6d(d为钢筋公称直径),钢筋直径应符合灌浆套筒连接规定的规格要求或小于1个级别,且钢筋轴向偏位不应大于3 mm。

套管加固法加固轴压钢管柱力学性能研究

套管加固法加固轴压钢管柱是一种能有效抑制轴压钢管柱屈曲失稳的加固方法,具有理论清晰、构造简单、安全可靠、技术合理、经济适用等显著优点。本文基于ABAQUS软件模拟分析内杆长细比及套管内杆长度比对杆件在轴向压力作用下的破坏机理及极限承载力的影响,选取4种不同套管内杆长度比和6组内杆长细比不同的杆件进行有限元模拟分析,得出套管内杆长度比及内杆长细比对杆件轴压极限承载力的影响规律,为套管加固法在工程中的应用提供一定的设计依据。

160 kW单级磁力泵故障分析与解决方法

针对某石化企业储运厂160 kW单级磁力泵在运行过程中出现的轴套、滑动轴承及推力盘(又称止推盘)的失效与损坏等故障,分析了160 kW单级磁力泵出现上述问题的原因,并提出了相应的改进措施。改进后的160kW单级磁力泵运行状况良好,提高设备工作效率的同时延长了设备的使用寿命,降低了生产成本。

灌浆套筒承插组合连接装配式墩压弯扭滞回性能分析

为了得到斜、弯桥等非规则桥梁的预制拼装桥墩压弯扭复合作用下的滞回性能,对一种灌浆套筒和承插口组合连接的装配式墩进行了有限元参数分析。首先介绍了装配式桥墩的拟静力试验,然后建立相应的有限元模型并利用试验结果验证其有效性,最后研究了轴压比、扭弯比、配箍率和配筋率等参数对装配式墩压弯扭滞回性能的影响。研究结果表明,增大构件的轴压比可以提高其抗弯、扭的承载力,但耗能能力会因此降低。提高扭弯比,构件的抗弯承载力将会迅速降低,而其扭转耗能和抗扭承载力将会提高;增大构件的配筋率,可以提高其抗弯承载力,但抗扭承载力和刚度变化较小;增大构件的配箍率,可以提高其刚度和抗弯、抗扭承载力。研究结果可以为灌浆套筒和承插口组合连接桥墩的复合受力性能分析和工程应用提供参考。