抛物问题各向异性有限元的超收敛分析

本文研究具有各向异性特征的双二次元对二阶抛物方程的逼近.通过积分恒等式和插值后处理技术,在各向异性网格下得到了相应的超逼近和超收敛结果.     

半群的广义Clifford定理

令U为U-半富足半群的投射元集合.每个H-类含投射元的U-富足半群称为U-超富足半群.这种半群是完全正则半群和超富足半群在U-半富足半群类中的一个共同推广.1941年,Clifford证明了半群S为完全正则半群,当且仅当S为完全单半群的半格.40多年后,Fountain将这一结果推广到了超富足半群上.本文关于U-超富足半群得到了广义Clifford定理.这一结果分别以Clifford和Fountain的上述结果为其推论.     

一类非线性双曲积分微分方程的类Carey元超收敛和外推

利用非协调三角形类Carey元对一类非线性双曲积分微分方程进行了超收敛分析和外推.基于单元的特殊性质,线性三角形元的高精度分析结果,平均值和导数转移技巧,以及插值后处理技术,得到了半离散格式能量模意义下具有O(h~2)阶的超逼近性质和整体超收敛结果.同时,通过构造一个合适的辅助问题,运用Richordson外推格式,导出了具有O(h~4)阶的外推结果.     

Baer条件对群的影响

本文从全新的角度着手,研究超可解群和p-超可解群,获得一系列重要结果.附带地,推广日珈于Beer的一个重要定理.     

Pre-Lie超代数的超θ-算子和超S-方程

介绍了Pre-Lie超代数的超θ-算子以及其与超S-方程解的关系,并引出了超θ-算子背后的代数结构,即L-dendriform超代数.研究了L-dendriform超代数、dendriform超代数和Pre-Lie超代数之间的关系.     

超半环的广义直觉模糊理想刻画

对超半环上的直觉模糊子集进行讨论.首先在超半环上给出有边界值的直觉模糊超理想,对其部分性质进行研究.其次给出正则超半环和内禀正则超半环的概念,利用有边界值的直觉模糊超理想对这两种超半环进行刻画,得到若干刻画定理.     

超晶格界面的电子反射与干涉

从电子波动的观点出发，考虑电子波在超晶格阱层／势垒层界面的反射与干涉，讨论超晶格的电子态. 提出一种计算超晶格电子态的新方法. 理论计算出的电子能态与实验结果一致.     

变限积分求导公式在高维典型立体上的推广

将变限积分求导公式推广到高维空间中变边界的超长方体和超球体上,得到简洁优美的结果,并给出其应用.     

非线性伪双曲积分微分方程的类Carey元超收敛分析

将非协调三角形类Carey元应用于非线性伪双曲积分微分方程进行了超收敛分析.利用该元在能量模意义下非协调误差比插值误差高一阶的特殊性质,线性三角形元的高精度分析结果及平均值技巧,在抛弃传统的Ritz-Volterra投影的情形下,得到了半离散格式能量模意义下的超逼近性质.进一步地,借助插值后处理技术,导出了相应的整体超收敛结果.     

Sobolev方程的一类低阶非协调元高精度全离散格式分析

本文针对Sobolev方程提出一类低阶非协调有限元全离散格式,对时间变量具有二阶精度,对空间变量得到能量模意义下的超逼近和全局超收敛结果.最后给出的数值算例验证了理论分析的正确性.     

Rail-bridge coupling element of unequal lengths for analysing train-track-bridge interaction systems

This paper presents a rail-bridge coupling element of unequal lengths, in which the length of a bridge element is longer than that of a rail element, to investigate the dynamic problem of train-track-bridge interaction systems. The equation of motion in matrix form is given for a train-track-bridge interaction system with the proposed element. The first two numerical examples with two types of bridge models are chosen to illustrate the application of the proposed element. The results show that, for the same length of rail element, (1) the dynamic responses of train, track and bridge obtained by the proposed element are almost identical to those obtained by the rail-bridge coupling element of equal length, and (2) compared with the rail-bridge coupling element of equal length, the proposed element can help to save computer time. Furthermore, the influence of the length of rail element on the dynamic responses of rail is significant. However, the influence of the length of rail element on the dynamic responses of bridge is insignificant. Therefore, the proposed element with a shorter rail element and a longer bridge element may be adopted to study the dynamic responses of a train-track-bridge interaction system. The last numerical example is to investigate the effects of two types of track models on the dynamic responses of vehicle, rail and bridge. The results show that: (1) there are differences of the dynamic responses of vehicle, rail and bridge based on the single-layer and double-layer track models, (2) the maximum differences increase with the increase of the mass of sleeper, (3) the double-layer track model is more accurate.     

半导体器件瞬态模拟的对称正定混合元方法

提出具有对称正定特性的混合元格式求解非稳态半导体器件瞬态模拟问题。提出一个最小二乘混合元方法、一个新的具有分裂和对称正定性质的混合元格式和一个解经典混合元方程的对称正定失窃工格式求解电场位势和电场强度方程;提出一个最小二乘混合元格式求解关于电子与空穴浓度的非稳态对流扩散方程,浓度函数和流函数被同时求解;采用标准的有限元方法求解热传导方程。建立了误差分析理论。     

三维Poisson方程特征值的四种有限元解及比较

应用三维EQ1rot元、三维Crouzeix-Raviart元、八节点等参数元、四面体线性元计算三维Poisson方程的近似特征值.计算结果表明:三维EQ1rot元和三维Crouzeix-Raviart元特征值下逼近准确特征值,八节点等参数元、四面体线性元特征值上逼近准确特征值,三维EQr1ot元和三维Crouzeix-Raviart元外推特征值下逼近准确特征值.计算结果还表明三维Crouzeix-Raviart元是一种计算效率较高的非协调元.     

A postprocessed flux conserving finite element solution

We propose a local postprocessing method to get a new finite element solution whose flux is conservative element‐wise. First, we use the so‐called polynomial preserving recovery (postprocessing) technique to obtain a higher order flux which is continuous across the element boundary. Then, we use special bubble functions, which have a nonzero flux only on one face‐edge or face‐triangle of each element, to correct the finite element solution element by element, guided by the above super‐convergent flux and the element mass. The new finite element solution preserves mass element‐wise and retains the quasioptimality in approximation. The method produces a conservative flux, of high‐order accuracy, satisfying the constitutive law. Numerical tests in 2D and 3D are presented.© 2017 Wiley Periodicals, Inc. Numer Methods Partial Differential Eq 33: 1859–1883, 2017     

GLOBAL FINITE ELEMENT NONLINEAR GALERKIN METHOD FOR THE PENALIZED NAVIER-STOKES EQUATIONS GLOBAL FINITE ELEMENT NONLINEAR GALERKIN METHOD FOR THE PENALIZED NAVIER-STOKES EQUATIONS

1. IntroductionIn the numerical simulation of the Navier-Stokes equations one encounters three seriousdifficulties in the case of large Reynolds numbers f the treatment of the incomPressibility con-dition divu = 0, the treatment of the noIilinear terms and the large time integration. For thetreatment of the incoInPressibility condition, one use the penalty method in the case of finiteelemellts [1--2l and for the treatmen of the noulinar terms and the large tfor integration, oneuse the nonlin…     

一族新的三维体元——混合刚度有限元

对于三维连续介质的有限元分析,一个通用的二次有限单元体是所谓20节点等参元.尽管这个元素已富有成效地被普遍应用,但是,它需要的节点自由度太多与其达到的二次多项式的逼近精度却十分不相称,显得计算效率很低.基于混合刚度有限元法的一     

一种用于索结构分析的悬链线单元

根据弹性悬链线的理论解析解推导出适于索结构有限元分析的悬链线单元.与常用的三节点、五节点曲线单元相比,采用该单元编制的软件具有输入数据少、计算机时省、计算精度高的特点.     

A wavelet-based stochastic finite element method of thin plate bending

A wavelet-based stochastic finite element method is presented for the bending analysis of thin plates. The wavelet scaling functions of spline wavelets are selected to construct the displacement interpolation functions of a rectangular thin plate element and the displacement shape functions are expressed by the spline wavelets. A new wavelet-based finite element formulation of thin plate bending is developed by using the virtual work principle. A wavelet-based stochastic finite element method that combines the proposed wavelet-based finite element method with Monte Carlo method is further formulated. With the aid of the wavelet-based stochastic finite element method, the present paper can deal with the problem of thin plate response variability resulting from the spatial variability of the material properties when it is subjected to static loads of uncertain nature. Numerical examples of thin plate bending have demonstrated that the proposed wavelet-based stochastic finite element method can achieve a high numerical accuracy and converges fast.     

Stability analysis of frame structures by bubble-function method

In the stability analysis of frame structures, the results by conventional finite element method (FEM) in which one member is taken as one element are sometimes unavailable. This paper took a new basic function system with bubble functions as the shape function of a bar element to develop a bubble function finite element method (BFEM), in which the bending and the geometric stiffness matrices were derived from the principle of virtual work. Bubble functions are finite element modes that are located entirely within a single element and are zero on boundaries of the element, but are nonzero at the other points. BFEM is as concise as conventional bar FEM but has better accuracy, and is adaptable to the buckling analysis of all kinds of frame structures. The use of bubble functions significantly improves the convergence of finite element analysis, and efficiently reduces the computation cost for the buckling analysis of frame structures. Numerical results show that using bubble functions in finite element for the stability analysis of structures is very efficient, especially for high-rise and large-scale frame structures.     

Infinite Groups with an Anticentral Element

An element of a group is called anticentral if the conjugacy class of that element is equal to the coset of the commutator subgroup containing that element. A group is called Camina group if every element outside the commutator subgroup is anticentral. In this paper, we investigate the structure of locally finite groups with an anticentral element. Moreover, we construct some non-periodic examples of Camina groups, which are not locally solvable.