未饱和开口状态下改进型双自由度液压缸轴向位移波形研究

介绍一种改进型双自由度液压缸，活塞上反向均匀设置2组沟槽，缸套上对应设置4组窗口。该液压缸在结构上利用活塞杆的旋转运动，并通过加工于活塞上的压沟槽与加工于缸套上的窗口相配合构成周期性开关的重叠开口，实现液压缸2个敏感腔与油源、油箱周期性沟通，活塞在压力差作用下实现周期性往复运动。由于双自由度液压缸往复运动主要受到缸套窗口轴向开度影响，推导出二者关系的解析式。研究表明：当缸套窗口轴向开度小于某一临界值时，液压缸轴向位移波形失真度就可以有效控制在948%以内。研究结论为推广双自由度液压缸的工程应用提供了参考。     

隔河岩电厂机组转速测量配置及其应用策略

准确、可靠的转速信号采集是机组安全稳定运行的重要因素,是调速器调节品质的重要保证。通过对隔河岩电厂转速测量装置的配置及应用进行了详细的分析。     

Three-Dimensional Stress Analysis of Adhesive Butt Joints of Solid Cylinders Subjected to External Tensile Loads

This paper deals with a three-dimensional stress analysis of adhesive butt joints of similar solid cylinders subjected to external tensile loads. Similar adherends and an adhesive bond are replaced with finite solid cylinders in the analysis. Stress distributions on adhesive joints are analyzed strictly by using the three-dimensional theory of elasticity. The effects of stiffness, thickness and Poisson's ratio of the adhesive bonds and of external load distribution on the normal and the shear stress distributions are shown by numerical calculations. In addition, the analytical result is compared with the result obtained by F.E.M. It is seen that they are in fairly good agreement.     

某输出齿轮的冲击有限元分析

对一个承受冲击载荷的输出齿轮建立了两种有限元模型，并分别进行了静态、冲击及瞬态动力学的研究，通过比较可知，冲击载荷的危害是静态载荷的数倍。为齿轮的合理设计提供了依据。     

卷简内齿轮冷挤压工艺及模具设计

叙述了卷筒内齿轮用冷挤压工艺代替传统的金属切削加工方法的优点，并对卷筒内齿轮进行了工艺分析。介绍了卷筒内齿轮冷挤压工艺及模具设计。     

胜利开发三号采油平台液压升降系统设计

文章介绍了胜利油田开发的三号采油平台液压升降系统的组成、原理及控制方式，液压系统中主要回路的技术参数和特点。设计时，在保证升降安全可靠的前提下．力求简单优化．造价成本低；采用PLC控制，使升降操作更加安全、可靠。     

多级液压缸换级缓冲仿真方法研究

某型号在作战流程中,导弹完成快速起竖后需将发射架快速回收到位,发射架起竖、下放时间及过程中的冲击响应对型号的作战准备时间及发射安全性有重要影响,多级起竖液压缸在发射架快速回收过程换级时会产生较大的冲击振动,为解决这一问题,液压缸在换级时研制了节流缓冲装置。针对此技术开展仿真方法研究,对液压系统起竖回路及缓冲装置进行了理论分析,基于某型号多级起竖液压缸建立机械液压联合仿真模型,通过与试验数据的对比,验证了该仿真方法的正确性,对控制流程优化和液压系统缓冲参数的确定具有指导作用。     

飞机主起落架移动荷载作用下道基动力响应分析

飞机起降过程中主起落架移动荷载引起的跑道道基土体循环动应力是导致跑道沉降和差异沉降的主要原因。采用移动荷载作用下跑道动力响应半解析有限单元法,基于叠加原理分析了B747-400和A380-800客机主起落架轮组移动荷载作用下道基土体动应力响应规律。分析结果表明:在B747-400和A380-800客机主起落架移动荷载作用下,道基浅层土体竖向正应力沿横向呈倒锅底型分布,荷载影响深度可达13 m;主起落架机轮分布对浅层道基土体竖向正应力影响较大,对深层土体影响不大;飞机移动速度对浅层道基土体竖向正应力分布影响较小,但对深层土体影响较明显,当飞机滑行速度达到60~80 m/s时,荷载影响深度达静力分析时的1.5~1.7倍;采用柔性道面板时,浅层土体竖向正应力较刚性道面结构时增加约50%,荷载影响深度增加约10%。     

气动式四向控制空心圆柱扭剪仪的研制与应用

上海交通大学既有的空心圆柱扭剪仪只有扭矩可以进行动态控制,可进行动剪应力扭剪试验。为了研究应力主轴旋转对土体力学特性的影响规律,在仪器采用应力控制模式和考虑经济性的前提下,对既有空心圆柱扭剪仪进行气动化改造,使之具备轴力、扭矩和内外围压都可以独立自动控制的四向振动能力。首先介绍改造后仪器(SJTU-HCA)的组成和技术参数,梳理了气动控制相比于液压控制的优点,推导了进行主轴固定单调剪切试验和纯应力主轴循环旋转试验的基本公式,并且设计了仪器控制程序和自动控制算法。通过对砂土任意主应力角的主轴固定单调剪切试验,初步验证了仪器的静态加载能力。通过保持偏应力q、平均主应力p和中主应力参数b这3个控制参数下的纯应力主轴循环旋转试验,验证了仪器的动态加载能力,说明了改造后仪器具备各种复杂应力路径的工作能力。气动式改造经验可为今后研发土工仪器设备提供参考。     

Effect of principal stress direction during consolidation on the shear strength properties of natural granite residual soil

In numerous real-life civil engineering practices, including multi-stage embankment construction and foundation pit excavation, the direction of the major principal stress σ₁ becomes rotated. In these cases, the granite residual soil may be subjected to inclined consolidation (IC) with σ₁ being inclined, because of the relatively high permeability as a result of the fissures formed during weathering. While the effect of the σ₁ direction during the shear on the strength of granite residual soil (inherent strength anisotropy) has been primarily established, little is known about how the soil strength is affected by the direction of σ₁ during consolidation. This paper presents the effects of IC on the shear strength properties of natural granite residual soil through undrained hollow cylinder torsional shear tests. The effect of the soil structure is also considered by testing remolded soil specimens. The results reveal that while IC changes neither the shape of stress–strain curve nor the specimen features at failure, it leads to an increased ultimate shear strength in terms of both the undrained strength and stress ratio, with the remolded soil being more affected. The presented data provide new insights into the understanding of residual soil strength behaviors.