关于TRUNC板元收敛性的注记

1.引言 自从Bergan,Argyris等提出并发展了一种称之为TRUNC三角形元的非常规板元以来,在工程界得到了广泛的应用,也在数值分析方面引起了很大的兴趣。实际计算表明,它克服了Zienkiewicz元的三平行方向剖分的限制,而且简化了刚度矩阵的形成,因此,工程界很重视。不久前石钟慈对这种板元进行了细致的数学分析,给出了很     

基于台劳展式的矩形Reissner-Mindlin板元

1.引言 Rdissner-Mindlin板模型放弃了经典板模型的Kirchhoff假说,考虑了剪切变形,能应用于更广泛的板问题。Reissner-Mindlin板模型的挠度与转角是相互独立的,单元只需具有c~0连续性,这一点优于需要具有c~1连续性的Kirchhoff板元,但一个严重困难是普通c~0元,尤其是低阶c~0元,当板厚趋于零时不收敛,这就是所谓的自锁现象(locking)。近年来,研究避免自锁现象的Reissner-Mindlin模型板元吸引了不少的注     

具有几何对称性的12参数矩形板元

1 引言 三角形板元中,形式最简单的是九参数元,节点参数是单元三个顶点上的函数值和两个一阶偏导数值,非协调九参三角形板元的研究取得了丰硕成果,根据不同方法已构造出多种收敛性能好的单元.相比之下,矩形板元的研究较少见报道.矩形板元中形式最简单的是12参元,节点参数是单元4个顶点上的函数值和两个一阶偏导数值,这类似于九参三角形板元.常见的12参矩形板元是ACM元,其形函数空间是完整3次多项式空间加上两个4次多项式的基函数,ACM元是C°元,但位移形函数的外法向导数平均值在单元间不连续,这类似于Zienkiewicz九参三角形板元,但由于矩形单元的特殊形状,ACM元是收敛的.龙驭球教授等在[1]中提出一种12参矩形广义协调元,其位移形函数的外法向导数平均值在     

Reissner-Mindlin板的Weissman-Taylor有限元的误差分析

对Reissner-Mindlin板的Weissman-Taylor有限元逼近进行了误差分析.得到了与板的厚度一致无关的旋度、挠度和剪切应力的最优误差估计.揭示了Weissman-Taylor元与稳定化方法的关系.提出了另外两种与Weissman-Taylor元类似的元.     

两个高度非协调板元的新变分公式

本文给出了不完全双二次非协调板元和完全三次非协调板元的新变分公式，目的在于降低对泛函ｆ的要求和简化实际计算，同时也分析了非敛性，给出了收敛阶。最后指出本文所用的方法也适应于其它通过广义名片检查的高度非调板元。     

十二参三角形板元

九参三角形板元的研究工作已有不少,但十二参三角形板元还较少见报道。唐立民等利用他们创立的拟协调方法构造一个十二参三角形拟协调元,节点参数是单元三个顶点上的函数值和两个一阶偏导数值及三边中点上的外法向导数值,他们是用力学方法构     

双参数任意四边形非协调板元的构造及收敛性分析

本文利用双参数有限元方法[1]构造出十二参和十三参任意四边形板元，并对其收敛性进行分析证明．     

非协调板元的一般性误差估计式

１．引言 薄板弯曲问题对应于４阶椭圆边值问题,协调有限元求解此问题需要单元具有Ｃ~１连续性,这难于构造且应用不便,因此求解该问题主要应用非协调元．当非协调板元不具有 Ｃ０连续性时,标准能量模误差估计是 ,这一结果不理想,因为对一般的区域,甚至是凸多边形区域,真解只能属于 Ｈ３．近年来,企图将真解属于 Ｈ４的假定改为真解属于 Ｈ３的研究引起重视．针对最简单的三角形非协调板元－Ｍｏｒｌｅｙ元,石钟慈［２］在 Ｈ３假定下,直接利用非协调元分析技巧得到弯距和转角的误差估计式．本文将［２］的结果一般化,同时通过修…     

Specht九参数板元的分析

Zienkiewicz 九参数的不协调三角形板元以单元顶点上的函数值和两个一阶偏导数值作为节点参数,形式简单,总体自由度少,但它只对特殊剖分才收敛,不便于实际应用.后来相继出现一些对 Zienkiewicz元的改进形式,如拟协调元,TRUNC元,广义协调元等.这是一类非常规的有限元,均为三结点九参数三角形元.从常规有限元     

关于不完全双二次非协调板元的误差估计

本文在[1,2]的基础上,对不完全双二次板元作了进一步的讨论,不仅得到了最优的L~2—误差估计,改进了[1]的相应结果,而且利用“辅助元技巧”并结合正则Green函数法,得到了拟最优的L~∞—误差估计.     

关于MZ1元,MZ2元和MB1元的误差估计

本文给出MZ1元、MZ2元和MB1元的收敛阶,并且证明MZ1元与MB1元等价。     

Development of a higher order finite element on a Winkler foundation

Analyzing thick plates as a construction component has been of interest to structural engineering research for several decades. In particular, thick plates resting on elastic foundations are more specific. Mindlin's plate theory for thick plate analysis and the Winkler theory for elastic foundation analyses have wide applications. The current research considers analysis of isotropic plates on a Winkler foundation according to Mindlin's plate theory. The analysis uses a higher order plate element to avoid shear locking phenomena in the plate. The main features of this element are representation of real displacement functions of the plate perfect and shear locking do not occur at the plates modeled with this element. Derivation of the equations for finite element formulation for thick plate theory uses fourth-order displacement shape functions. A computer program using the finite element method, coded in C++, analyzes the plates resting on an elastic foundation. The analysis involves a 17-noded finite element. The study's graphs and tables assist engineers' designs of thick plates resting on elastic foundations. The study concludes with the computer-coded program, which allows effective use for the shear locking-free analysis of thick Mindlin plates resting on elastic foundations.     

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.     

The static shape control for intelligent structures

A finite element formulation is presented for modeling the plate structure containing distributed piezoelectric sensors and actuators (S/As). A new plate bending element for analysis of the plate with distributed piezoelectric S/As is developed. This element saves much memory and computation time. Using the bending plate element, a general method of static shape control for the intelligent structure is put forth. Two examples are given to illustrate the application of the method presented in this paper. The purpose of the first example is to check the accuracy of the finite element method presented in this paper. The second example is to study the problem of the static shape control for the intelligent structure. It is concluded that the shape of the intelligent structure can reach the desired shape through passive control or active control.     

A simple four-node quadrilateral finite element for plates

A simple and accurate four-node quadrilateral finite element based on the Mindlin plate theory and Kirchhoff constraints is presented for general thin plate bending applications. The derivation of the element stiffness properties is straightforward, starting with a specified eight-node interpolation; usual discrete Kirchhoff (DK) constraints are employed to constrain out the four midside nodes of the element. The present resulting DK element passes patch tests with elements of arbitrary and even highly distorted mesh types. Numerical studies of the element convergence behaviours are undertaken for various plate bending problems so far investigated. It is indicated from comparative examples that fairly good convergence characteristics have been achieved.     

基于膜板比拟理论的一个新的四边形薄板单元

平面弹性与板弯曲的相似理论为构造薄板单元提供了一条有效的新途径。由于避开了c1连续性的困难,使得薄板单元的构造变得简单。更为深入地讨论了该相似性理论的应用,并构造了一个新的四节点十六自由度薄板单元。数值结果表明,该单元能通过分片试验,具有良好的收敛性和精度。     

Reissner-Mindlin板问题带约束非协调旋转Q_1有限元方法

本文利用带约束非协调旋转Q_1元逼近Reissner-Mindlin板问题中旋度的两个分量.并分别选择Wilson元、双线性元和带约束非协调旋转Q_1元逼近挠度,相应地选取不连续的矢量值分片线性函数空间、最低阶旋转Raviart-Thomas元空间和矢量值分片常数函数空间为离散的剪应力空间,在矩形网格上构造了三个板元.通过证明一个离散的Korn不等式,并借助MITC4元的解构造了旋度、挠度和剪应力一个具有某种特殊且关键的可交换性的插值.再利用Helmholtz分解分析相容性误差.我们证明了这三个矩形元在能量范数意义下与板厚无关的一致最优收敛性.数值算例验证了我们的理论结果.     

Modified Shape Functions for Specht's Plate Bending Element

1.IntroductionThesolutionoftheC'-continuityrequlrementofKirchhoffbendingwithfiniteele-mentmodelsresult8incomplicatedhigher.l...nt.I2J'[4'I7].Besidesthelargenumberofunknowns,difficultiesmayalsoarisefrommiredsecondderiVativesattheverticestakenasnodalvari.bl.I8l.Toovercomesuchdifficulties,asplittingsplineelemelltmethodisintrod.cedl5j'l9],butthisalwayscausescomplicatedcomputation-nomthepracticalpoilitofviewlower-degreepolynomialfiniteelemelitsaremoredesirable.Unfortunately,thesimpleelementsbase…     

A quadrilateral plate bending element based on deformation modes

In this paper, a quadrilateral element is proposed for the analysis of thin plate bending. This element is non-conforming and consists of four-nodes and twelve degrees of freedom. A third-order field for the element displacement is written in terms of the deformation modes. Moreover, the rotational fields are obtained by utilizing the first-order Jacobean matrix. All interpolation functions are explicitly found by the presented formulation. The stiffness matrix of the element is then computed by using these functions. Finally, the accuracy of the suggested element is evaluated by solving some thin plate bending structures. Numerical findings reveal the new quadrilateral element MKQ12 is robust and accurate for analysis of thin plates.