与广义P-Laplace算子相关的非线性边值问题在一族空间中解的存在性

利用非线性增生映射值域的扰动定理,研究了非线性椭圆边值问题(1)在Ls(Ω)空间中解的存在性,其中max(N,2)ps< ∞.(1)-div(C(x) |u|2)p-22u |u|p-2u g(x,u(x))=fa.e.x∈Ω-〈n,(C(x) |u|2)p-22u〉∈βx(u(x))a.e.x∈Γ这里f∈Ls(Ω)给定,ΩRN为有界锥形区域,n为Γ的外法向导数,g∶Ω×R→R满足Caratheodory条件且对x∈Γ,βx是正常、凸、下半连续函数φx=φ(x,.)的次微分,其中φ∶Γ×R→R.本文是对笔者以往一些工作的继续和补充.     

拟凸条件下变分问题解的正则性

本文研究变分问题(1)■(u:Ω)=∫_Ωf(x,u,Du)dx的极小函数的正则性,其中Ω■R~n是有界开域,u:Ω→R-~N,Du:Ω→R(nN),f: ×R~N×R(nN)→R。定义称函数f满足严格拟凸条件,是指存在常数v>0,使得对任意的(x_0,u_0,p_0)∈Ω×R~N×R(nN)和φ∈C~∞_0(Ω,R~N),都有■(2)其中|Ω|是Ω的Lebesgue测度。定理设u∈H~(1,2)(Ω,R~N)是泛函f的极小函数,即对任意的φ∈H_0~(1,2)(Ω,R~N),都有■而f(x,u,p)满足下列假设 (H1) f满足严格拟凸性,即(2)成立, (H2) f关于p的二阶导数存在,且存在常数L>0,使得■对任意的(x,u,p)∈Ω×R~N×R~(nN),都有■ (3)|f_(pp)(x,u,p)|≤L_0 (H3) 存在[0,∞]上的连续、有界、凹的函数∞(t),使得(4)■(5)■(6)■且ω(t)≤At~α,其中A,α是正常数。那么存在常数δ∈(0,1)和开集Ω_0Ω,使得|Ω-Ω_0|=0,Du∈C~6(Ω_0,R(nN))。     

简单分歧数值解的L_p估计

§1.问题的提出 考虑单参数二阶椭圆拟线性微分方程:λ∈R,Ω?R~N(N=1,2)是多角形凸域(要求?Ω是Lipschitz连续的)或光滑域.[a_(ij)]∈C~1满足正定条件.f(x,y)∈C~2f(x,0)≡0,f_y(x,θ)≥0,但f_y(x,0)?0,?x∈Ω.记||·||_(j,p,Ω),p≥1,j=0,1,2为通常的W~(j,p)(Ω)范.H_0~1?W_0~(1,2),(·,·)为H_0~j中通     

简单分歧数值解的L_p估计

§1.问题的提出 考虑单参数二阶椭圆拟线性微分方程:λ∈R,Ω?R~N(N=1,2)是多角形凸域(要求?Ω是Lipschitz连续的)或光滑域.[a_(ij)]∈C~1满足正定条件.f(x,y)∈C~2f(x,0)≡0,f_y(x,θ)≥0,但f_y(x,0)?0,?x∈Ω.记||·||_(j,p,Ω),p≥1,j=0,1,2为通常的W~(j,p)(Ω)范.H_0~1?W_0~(1,2),(·,·)为H_0~j中通     

二阶椭圆问题两种新的矩形混合元格式

1引言考虑Poisson方程的第一齐边值问题:（?）其中Ω∈Rⁿ（n=2,3）是有界凸多角形区域.f∈L²（Ω）是已知函数.令（?）=▽u.传统方法是定义:H_l={（?）∈L²（Ω）ⁿ;div（?）∈L²（Ω）},M₁=L²（Ω）,（?）H₁=(（?）+     

多复变数完全拟凸映射的分解定理

设Ω_1C~(n1),Ω_2C~(n2)为凸的Reinhardt域,f(z,w)=(f1(z,w),f2(z,w))'为Ω_1×Ω_2上的正规化全纯映射.本文证明f为Ω_1×Ω_2上的正规化双全纯完全拟凸映射当且仅当 f(z,w)=(Φ_1(z),Φ_2(w))'其中φj:Ωj→C~(nj)是Ωj(j=1,2)上的正规化双全纯完全拟凸映射。     

关于Schwarz交替法的拟边界松弛方法

§1.松弛方法 我们讨论二阶自共轭椭圆型方程的Dirichlet问题.设Ω?R~2为一多边形区域. a(u,v)=(f,v),v∈H_0~1(Ω),f∈H~(-1)(Ω), u∈H_0~1(Ω)是定义在其上的边值问题的变分形式,这里取齐次边界条件仅为叙述问题方便.双线性型a(·,·)满足:     

椭圆型方程的并行迭代区域分裂法——两个子区域情形

§1.问题的分析 设Ω?R~2是一有界开区域,是定义在Ω上的椭圆算子,其中对X∈Ω,[a_(i·j)(X)]_i,j=1,2对称且一致正定;a_(ij)(X)分片连续且上,下有界,a(X)≥0.我们求解如下问题: Lu=f,在Ω中, u=0,在?Ω上, (1.1)其中f∈H~(-1)(Ω),u∈H_0~1(Ω).这里取齐次Dirichlet边界条件,仅仅是为了叙述问题的方便.(1.1)的变分形式是     

对非线性椭圆边值问题解的存在性的研究

利用非线性增生映射值域的扰动定理 ,研究了非线性椭圆边值问题 ( @)在 L2 (Ω )中解的存在性 .( @) -△pu +g( x,u) =f a.e.在Ω中-〈v,| u|p- 2 u〉∈βx( u( x) ) a.e.在Γ上其中 f∈ L2 (Ω )给定 ,Ω RN,N 1 ,△ pu=div( | u|p- 2 u)为 P拉普拉斯算子 ,1 2 NN +1 ,v为 Γ的外法向导数 ,g:Ω× R→ R满足 Caratheodory条件 ,对 x∈ Γ,βx是正常、凸、下半连续函数 φx=φ( x,· )的次微分 ,其中 φ:Γ×R→ R.     

障碍问题解的内正则性

对非幂次增长的障碍问题 :∫Ωai(x,u,Du) φ xidx + ∫Ωb(x,u,Du)φ dx≥ 0　　这里φ(x)≥ψ(x) - u(x) ,u(x)≥ψ(x) ,而φ∈ W1 0 LM(Ω ) ,ψ为局部 Holder连续的 ,我们得到其在 W1 LM(Ω)中弱解的 C0 ,αloc 正则性     

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.     

非正则条件下类Wilson元的构造及其应用

本文在非正则性条件下，研究了窄四边形上的类Wilson元。通过参考元上类Wilson元的构造，证明了由此产生的有限元对任意窄四边形剖分通过Irons分片检查，得到了二阶问题的误差估计。结果表明，该单元的收敛性质与Wilson元的类似。     

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…     

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.     

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.     

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     

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.     

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。     

Fourteen-Node Mixed Stiffness Element and Its Computational Comparisons with Twenty-Node Isoparametric Element

In this paper, a family of 3-dimensional elements different from isoparametric serendipity is developed according to the variational principle and the convergence criteria of the mixed stiffness finite element method. For the new family, which is named mixed stiffness elements, the number of nodes on the quadratic element is not 20 but 14. Theoretical analysis and various computational comparisons have found the mixed stiffness element superior over the isoparametric serendipity element, especially a substantial improvement in computational efficiency can be achieved by replacing the 20 node-isoparametric element with the 14-node mixed stiffness element.     

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