中国省界线形成的地理背景

从自然和人文两个角度对中国省界线形成的地理背景进行了分析，得出分界线的形成是自然，政治，历史，民族，经济等因素综合作用的结果，同时分析在某些因素影响下省界线存在的问题，并相应提出了一些建议。     

曲轴轴颈轮廓形状对轴承使用性能的影响

曲轴轴颈母线形状对轴承使用性能影响巨大，从工厂曲轴的实际使用情况出发，列出了几种常见的曲轴轴颈廓形在工作时与之相配轴瓦的实际磨损情况，初步分析了出现这种情况的原因；并运用弹性流体动力润滑理论对曲轴轴颈油膜厚度进行了计算，验证了实际使用时出现的结果．     

B-样条曲面的G1连续性

得到了关于两个双三次内部重结点B-样条曲面片G1连续的充分必要条件和在公共边界线上控制向量的本征条件,这些条件直接由两个B-样条曲面的控制向量表示.利用本文所给的条件,得到了具有局部性质且是真正G1光滑的曲面模型.     

边界曲线摄动的双解析函数的Riemann边值问题

讨论了双解析函数Riemann边值问题的解在区域边界L发生光滑摄动时的稳定性问题。     

Compact difference approximation with consistent boundary condition

For simulating multi-scale complex flow fields it should be noted that all the physical quantities we are interested in must be simulated well. With limitation of the computer resources it is preferred to use high order accurate difference schemes. Because of their high accuracy and small stencil of grid points computational fluid dynamics (CFD) workers pay more attention to compact schemes recently. For simulating the complex flow fields the treatment of boundary conditions at the far field boundary points and near far field boundary points is very important. According to authors' experience and published results some aspects of boundary condition treatment for far field boundary are presented, and the emphasis is on treatment of boundary conditions for the upwind compact schemes. The consistent treatment of boundary conditions at the near boundary points is also discussed. At the end of the paper are given some numerical examples. The computed results with presented method are satisfactory.     

边界单元法三维应力分析计算程序

以三维弹性力学问题的基本解 (Kelvin解 )为基础开发了边界单元法三维弹性应力分析计算程序 ,并对其进行了验证。结果表明 ,该程序可用来求解三维弹性应力问题 ,尤其适用于三维应力集中问题。程序中采用动态分配内存 ,自动选点积分 ,并利用分块解法求解方程组 ,有效地节省了计算机资源 ,扩大了求解问题的规模。     

Shakedown Analysis of 3-D Structures Using the Boundary Element Method Based on the Static Theorem

The static shakedown theorem was reformulated for the boundary element method (BEM) rather than the finite element method with Melan‘s theorem, then used to develop a numerical solution procedure for shakedown analysis. The self-equilibrium stress field was constructed by a linear combination of several basis self-equilibrium stress fields with undetermined parameters. These basis self-equilibrium stress fields were expressed as elastic responses of the body to imposed permanent strains obtained using a 3-D BEM elastic-plastic incremental analysis. The lower bound for the shakedown load was obtained from a series of nonlinear mathematical programming problems solved using the Complex method. Numerical examples verified the precision of the present method.     

测度链上非线性微分方程的特征值问题

讨论了非线性特征值问题 u△△(t) λa(t)f(u(δ(t) ) ) =0 ,t∈ [0 ,1]u(0 ) =0 =u(δ(1) ) 正解的存在性 .这里 [0 ,1]是一可测链 ,a与f取正值 ,且limx→ 0 f(x)x 与limx→∞f(x)x 不一定存在     

具有Neumann边界及临界Sobolev指数的半线性抛物方程

主要运用能量方法及稳定集和不稳定集的观点,研究一类半线性抛物方程的整体解和局部解的存在性及爆破问题.这里Ω是RN(N≥3)上的光滑有界区域,2 是临界Sobolev指数.     

拟线性双曲方程组带有一般形式的边值问题的整体经典解

证明了拟线性双曲方程组带有一般形式的边值问题的整体经典解的存在惟一性。