往复泵吸入特性的流体力学数值模拟

为了研究往复泵在吸入过程中流体的动力特性及相关参数对吸入特性的影响,对往复泵的吸入过程进行计算流体动力学的数值模拟。在吸入过程中,根据阿道尔夫泵阀运动微分方程和活塞运动引起的泵腔内流场变化确定泵阀的运动,同时运用动网格生成技术更新了不同曲柄转角下的计算模型。通过数值计算,得到了往复泵的瞬时吸入流量、柱塞端面上的压力分布,并研究了冲次、弹簧刚度对吸入阀迟滞关闭现象的影响。结果表明,流体的压缩性和惯性导致瞬时流量小于理论值,吸液量是理论值的0.91倍,往复泵的冲次从100/min增大到330/min时,吸入阀     

大型高速动静压轴承的试验研究

对一重型磨床上的大型特殊结构的动静压轴承进行了实验研究，完善了一大型高速动静压轴承试验台，改进了基于频谱分析动静压轴承动特性测试方法，实验中着重考虑了激振频率的影响，得出了一些有实用价值的结论。     

用弹性支承连续梁法求桥跨结构横向分布系数的研究——弹性支承连续梁修正法

桥跨结构横向分布系数计算法是本文着重提出的。弹性支承连续梁修正法是考虑了桥跨结构的抗扭刚度,使计算结果更加准确。作者推导出修正系数公式。     

浅析室内迷你水景

阐述了室内迷你水景的定义及特点,分析了室内迷你水景的分类及配置,并展望了室内迷你水景的前景,为迷你水景的发展奠定了一定理论基础。     

STATIC ANALYSIS OF THE BODY OF MAN''S DRY GAS HOLDER WITH A VOLUME OF 120000m~3

This paper presents finite element calculations of the body of MAN'S dry gas holders with a volume of 120000m~3 under internal pressure and wind load. The analyses of displacements and internal forces of the body are presented. The control points of strength and rigidity check are determined. The work in this paper is very valuable to body's design.     

Analysis of the Static Stability of Tailings Dam under Coupled Deformation and Seepage Fields

The static stability of a tailings dam is analyzed with a finite element approach, which takes into account the effect of plastic deformation, temperature, saturation and void ratio on the properties of soil materials, the effect of water and soil interaction and the extended Mohr-Coulomb failure criterion. The concept of yield approaching degree is introduced, which is defined as the ratio of the existing equivalent stress to the yield stress taking into account the effects of different influencing factors. The response of the tailing dam subjected to the coupled saturated/unsaturated seepage and deformation is simulated, considering that the dry beach is 100-meter long and the starter dam is jammed, respectively. The important indexes such as the deformation and the phreatic surface of the dam are obtained. The distribution of the yield approaching degree in the whole dam under the given condition is obtained, which can provide not only a general stability assessment of the dam, but also important information to the decision-making for the reinforcement and maintenance of the dam.     

Junction stiffness analysis and vibration noise prediction of wind power speed-increase gearbox

In order to study the vibration characteristics and radiation noise of wind power speed-increase gearbox, a torsional vibration model of wind power speed-increase gearbox is established based on the analysis of supporting stiffness of bearing and contact stiffness of gear pairs. By solving the vibration differential equation with the help of Matlab, the frequency and corresponding vibration mode are obtained. With taking stiffness excitation, error exaction and meshing impact exaction into account, the dynamic finite element model of speed-increase gearbox is set up, and the dynamic response simulation is carried out. Regarding vibration displacement of the nodes on gearbox surface as boundary condition, an acoustic boundary element model of speed-increase gearbox is built. The surface acoustic pressure of gearbox and the radiation noise of field points are solved by the direct boundary element method. The results show that there is a great difference between torsion frequency and excitation frequency of wind power speed-increase gearbox, and so the resonance doesn't occur. The maximum structural noise and radiation noise mainly appear near the double octave of the gears meshing frequency of high-speed grade.     

EFFECT OF SEMI-RIGID CONNECTIONS ON BEHAVIOR OF STEEL FRAME

Modeling of girder in steel frame with semi-rigid conn-ections as partially restrained beam element is proposed for elastic-plasticanalysis of steel frames with semi-rigid connections.The results whichare obtained from analyses of elasticity,plasticity and stability for steelframes with semi-rigid connections have significant effects on structuralbehavior.It is necessary to consider the influences of semi-rigid conn-ections on the analysis and design for steel frames.     

COMPUTATION OF DISPLACEMENTS AND STRESS-RESULTANTS OF SEMI-RIGIDLY CONNECTED FRAMEWORKS

Displacement of stress-resultants computation technique of semi-rigidly connected steel frames inclucing stiffness matrix method,hand calculation method has been proposed. Hand calculation includes substitute rigid frame method under horizontal loads and moment distribution or decomposed storey method under vertical loads. Connection stiffness for five widely used type has systematically computed and practical values of beam stiffness to column stiffness has been summarized and issued.     

DYNAMIC ANALYSIS OF ASYMMETRIC FRAME-SHEAR WALL SYSTEM BY STAGE CONTINUITY METHOD

The lateral structures of frame-shear wall system are simplified into bending beams and shear beams which stiffness can vary in different stages along the building height. The three-dimension stiffness matrix and mass matrix are deduced, and the characteristic equation is established to calculate the tortuous free vibration of the asymmetric system. The method is simple and has satisfactory precision, and it is easily fulfilled in micro-computers.