共查询到20条相似文献，搜索用时 31 毫秒
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陈庆红陈丙三张平山 《福建工程学院学报》2021,(6):515-519
通过分析不同特性的非均压高点环非仅为余弦函数压力分布,应用有限元分析软件,基于静态缩减法求解活塞环接触节点位移的数值方法,参考Arnold 径向压力分布表达式,得到引入压力分布形状系数,且适用于最大相对压力1 < im ≤ 2.22,呈卡腰葫芦形压力分布形状的活塞环压力分布表达式和自由形状的计算方法。通过实例验证,该计算方法达到活塞环设计要求。 相似文献
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对任意二维物体的无升力绕流问题进行了研究。简述了求解任意二维物体绕流的源面元法,编制了计算机源程序,对单体和群体绕流的流体动力特性进行了计算。计算结果表明,这是一种实用、快速、有效的数值解法。用这种方法求得的数值解同解析解吻合得非常好,误差在整个区域上分布比较均匀。 相似文献
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New numerical solution for self-acting gas journal bearings 总被引：1，自引：0，他引：1
Taking a small pressure change in the gas film of self-acting gas-lubricated journal bearings into account, the corresponding nonlinear Reynolds equation is linearized through appropriate approximation and a modified Reynolds equation is derived and solved by means of the finite difference method （FDM）. The gas film pressure distribution of a self-acting gas-lubricated journal bearing is attained and the load capacity is calculated. The numerical solution has a better agreement with experimental data than a direct numerical solution for different values of the bearing number. It is of interest to note that the eccentricity ratio, at which the new numerical solution is in better agreement with experimental data, is different when the bearing number is changing. The new numerical solution is slightly larger when the eccentricity ratio is smaller, and becomes slightly smaller when the eccentricity ratio is larger. 相似文献
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本研究设计了一种旋流式除砂器,此除砂器依靠液流流动进行除砂,不需要其它辅助装置,可以实现强制旋流,从而去除油水混合液中的砂粒,分离出来的砂粒直接沉入油井底部,不发生堵塞现象,此除砂器可以减少砂粒对抽油泵的磨损,延长修井周期,提高采油效率。根据所设计的旋流除砂器实际结构与尺寸,建立旋流除砂器的有限元模型。对旋流除砂器的内部流场进行数值模拟计算,得出旋流除砂器的速度及压力的分布规律及不同时刻沉降情况。对所得到的结果进行处理与分析,可以对旋流除砂器的工作情况进行深入的分析,证明此旋流除砂器结构简单、能耗低、除砂效率高,对油井井底除砂行之有效。 相似文献
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In this paper, the effect of the grinding undercut of the raceways on the longitudinal pressure distribution of the profiled rollers, which are the most popular axial profile employed by the bearing manufacturers, was discussed. Based on the profiled roller geometrical equations and numerical calculation of three-dimensional elastic contact problems of finite length, a new numerical method for calculating the crown drop evaluation considering the effect of grinding undercut was used. The analyses of two structure case, that roller length is greater or less than raceway width, were carried out and compared with each other. The Results show that the width of grinding undercut must be considered in determining the crown drop of rollers. 相似文献
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１ Ｉｎｔｒｏｄｕｃｔｉｏｎ Ｒｏｌｌｅｒｂｅａｒｉｎｇｓａｒｅｕｓｅｄｔｏｓｕｐｐｏｒｔｈｅａｖｙｌｏａｄｓ．Ｉｆｔｈｅｇｅｎｅｒａｔｒｉｃｅｓｏｆｒｏｌｌｅｒａｎｄｒａｃｅｗａｙｓａｒｅａｂｓｏｌｕｔｅｌｙｓｔｒａｉｇｈｔａｎｄｉｆｔｈｅｒｏｌｌｅｒｌｅｎｇｔｈｄｏｅｓｎｏｔｃｏｉｎｃｉｄｅｗｉｔｈｔｈｅｒａｃｅｗａｙｗｉｄｔｈ,ｔｈｅｎｎｏｔｗｉｔｈｓｔａｎｄｉｎｇｒｅｌａｔｉｖｅｌｙｌｉｇｈｔｌｏａｄｉｎｇ,ｅｄｇｅｓｔｒｅｓｓｅｓｗｉｌｌａｒｉｓｅａｔｔｈｅｅｎｄｓｏｆｔｈｅｃｏｎｔａ… 相似文献
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随着海上低渗透互薄层油藏的开采,水平井限流法压裂技术成为此类储层有效开采的主要手段之一。考虑孔眼磨损及裂缝内压降对流量分配的影响,建立多裂缝扩展的流量分配数学模型;以Palmer拟三维水力裂缝扩展模型为基础,完成考虑流量分配的海上低渗透油藏水平井限流法压裂多裂缝三维扩展数值模拟研究,结果显示:优化方案突显了预期的裂缝改造规模。 相似文献
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Numerous experiments have shown that the water flow in fine-grained soils can obey an exponential relationship at small gradients and a linear relationship when the hydraulic gradient exceeds a certain limit. Based on the non-Darcian flow described by exponent and threshold gradient, the theory of 1D consolidation is modified in this paper to consider a linear variation in the vertical total stress with depth and the effect of ramp loading. The numerical solutions were derived in detail by the finite difference method for excess pore water pressure and the average degree of consolidation. Finally, the influence of various parameters on consolidation behavior was investigated. The results show that the rate of consolidation is reduced when non-Darcian flow described by exponent and threshold gradient is adopted in the theory of 1D consolidation. As well the distribution of vertical total stress has a great influence on the dissipation of excess pore water pressure, either for pervious top and pervious bottom （PTPB） or for pervious top and impervious bottom （PTIB）. For the case of PTIB, the distribution of vertical total stress in a foundation has a great influence on the rate of consolidation; however, for the case of PTPB, the rate of consolidation is independent of the distribution of vertical total stress. The rate of consolidation is dependent on the ratio of the thickness of a soil layer to the equivalent head of the final average vertical total stress; the greater the value of this ratio, the slower the rate of consolidation. Finally, an increase in construction time reduces the consolidation rate of a foundation. Thus, consolidation behavior of 1D consolidation with non-Darcian flow has been thoroughly acquainted in this paper. 相似文献
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Analysis of structural response under blast loads using the coupled SPH-FEM approach 总被引：3，自引：0，他引：3
A numerical model using the coupled smoothed panicle hydrodynamics-finite element method （SPH-FEM） approach is presented for analysis of structures under blast loads. The analyses on two numerical cases, one for free field explosive and the other for structural response under blast loads, are performed to model the whole processes from the propagation of the pressure wave to the response of structures. Based on the simulation, it is concluded that this model can be used for reasonably accurate explosive analysis of structures. The resulting information would be valuable for protecting structures under blast loads. 相似文献
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Model test and numerical analysis on long-term mechanical properties of stepped reinforced retaining wall 总被引：1，自引：0，他引：1
Model tests and numerical analyses of stepped reinforced retaining wall were performed to investigate the effects of rheology of backfill and creep of geogrids on the long-term performance of the structure.The geogrid tensions,soil pressures,wall deformations and foundation pressure were measured during model construction and loading.A visco-elasto-plastic model and an empirical nonlinear visco-elastic model were utilized to simulate the stresses and deformations of geogrid-reinforced earth-retaining wall under long-term loads.By comparing test data with numerical results,it is shown that the foundation pressure distribution is nonlinear,and the lateral constraint of geogrids for backfill can cause a redistribution of foundation pressure.The curve of soil pressure is outside convex at each step initially,and it is close to the distribution for the case of vertical wall subsequently.The variation trend of geogrid tensions at different heights is obtained.Moreover,the failure mechanism and development mode of potential slip surface in retaining wall are proposed. 相似文献
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In this paper we propose a degradation model to describe the damage-dependent behavior of saturated soft clay under cyclic loading, which is then applied to the analysis of a caisson breakwater. The degree of damage and remolding of soft clay is quantified by a damage parameter related to the accumulated plastic deviatoric strain. Through the correlation between the maximum pore pressure and the undrained strength of soft clay, we obtain a damage-dependent degradation model that employs the post-cyclic undrained strength degradation coefficient in terms of the cyclic stress ratio and the number of cycles. Based on the Tresca yield criterion, the degradation model of undrained strength of soft clay is numerically implemented in the user interface USDFLD of ABAQUS. The performance of this model is verified by a comparison between numerical results (finite element method) and experimental data (cyclic triaxial test). The model is applied to the numerical simulation of a caisson breakwater resting on a partially sand-filled soft clay seabed under cyclic wave loading. The cyclic stress distribution, pore pressure development, and strength degradation of the seabed soil are presented to illustrate the applicability and efficiency of the model in the analysis of the interaction between offshore structures and soft ground. 相似文献
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In this paper, a meshless method based on moving least squares (MLS) is presented to simulate free surface flows. It is a Lagrangian particle scheme wherein the fluid domain is discretized by a finite number of particles or pointset; therefore, this meshless technique is also called the finite pointset method (FPM). FPM is a numerical approach to solving the incompressible Navier-Stokes equations by applying the projection method. The spatial derivatives appearing in the governing equations of fluid flow are obtained using MLS approximants. The pressure Poisson equation with Neumann boundary condition is handled by an iterative scheme known as the stabilized bi-conjugate gradient method. Three types of benchmark numerical tests, namely, dam-breaking flows, solitary wave propagation, and liquid sloshing of tanks, are adopted to test the accuracy and performance of the proposed meshless approach. The results show that the FPM based on MLS is able to simulate complex free surface flows more efficiently and accurately. 相似文献
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In this paper,a new pressure reducing valve(PRV) with an orifice plate is proposed.The main objective is to explain the mechanisms of pressure reduction and energy conversion in the new PRV.A numerical simulation method was used to investigate the PRV internal flow field and to analyze the throttling effects of the orifice plate and the transform of thermal parameters as outlet pressure,outlet temperature,velocity,and superheat.A structure improvement method for the valve body and orifice plate is put forward to reduce energy loss.The governing equations for internal flow numerical simulation are composed of the continuity,momentum,energy and k-ε transport equations,based on isotropic eddy viscosity theory.Different valve plug displacement models were built to describe the double throttling process.Our analysis shows that the steam pressure drops twice and the degree of superheat increases.There are also lots of eddies which clog the flow channel and disturb the steam flow in the valve cavity after the valve plug and the outlet cavity.After modifying the structure,the numerical results show a better performance of steam flow. 相似文献
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为求压差方程黎曼问题中关于压力的非线性方程的解,Godunov格式给出一个合理的初始近似值,利用Newton迭代法和一些必要的计算得到格式中的数值流.计算发现：此格式对于计算压差方程只包含强简单波的黎曼解是很好的,对于计算压差方程的包含弱简单波的数值解是不适用的.最后,文章对这种数值现象的产生做了进一步探讨. 相似文献
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In water distribution systems, water leakage from cracked water pipes is a major concern for water providers. Generally, the relationship between the leakage rate and the water pressure can be modeled by a power function developed from the orifice equation. This paper presents an approximate solution for the computation of the steady-state leakage rate through a longitudinal line crack of a water distribution pipe considering the surrounding soil properties. The derived solution agrees well with results of numerical simulations. Compared with the traditional models, the new solution allows assessment of all the parameters that related with leakage including the pressure head inside the pipe, hydraulic conductivity, crack size and its position, and pipe size and its depth. 相似文献
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利用最佳摄动量法研究了非线性Burgers方程初始条件反问题,得出了一维非线性Burgers方程初始条件反问题的数值解法,并对具体的一维齐次非线性Burgers方程初始条件反问题进行了程序实现和数值计算。结果表明,利用最佳摄动量法能有效的求解这类问题。 相似文献
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基于ANSYS的应力分析功能进行压力传感器特性研究,用ANSYS数值计算方法分析了压力传感器的弹性平行梁。数值计算结果表明,压力传感器的节点位移与压力之间存在线性关系,说明在一定范围内,输出电压与被测物体的重量成正比,和实验结果一致。计算机仿真手段能够得到直观弹性平行梁应力云图,更可以用动画生动的应力作用实验过程和结果。一定程度上弥补了实验教学手段的不足,展示普通实验无法完成的实验内容,还可以清楚地知道电阻应变片应该固定的具体位置。 相似文献