板在弯曲和薄膜力共同作用下采用三角形单元，形成非线性单元刚度矩阵的公式及算例

本文利用Ｓｔｒｉｃｋｌｉｎ法￣［５］，采用三角形单元推导出了板在考虑弯曲和膜薄力的共同作用下的非线性单元刚度矩阵的计算公式，还以此编制了壳体大挠度问题的计算程序，进行了算例分析，与有关文献作了比较。     

板在弯曲和薄膜力共同作用下采用三角形单元,形成非线性单…

本利用Ｓｔｒｉｃｋｌｉｎ法＾［５］，采用三角形单元推导了板在考虑弯曲和膜薄力的共同作用下的非线性单元刚度矩阵的计算公式，还以此编制了壳体大挠度问题的计算程序，进行了算例分析，与有关献作了比较。     

双参数十二参矩形板元的对称列式

1 引言 在位移有限元中,九参数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众多收敛性能很好的单元（见[1]、[2]、[3]）。相比之下,矩形板元的研究却较少报道,ACM元及广义协调元RGC—12是其中比较成功的单元.但是ACM是C~0元。其位移形函数的外法向导数平均值在单元间不连续。广义协调元是基于势能原理建立单元协调的,其自由度(协调条件)不对称是其本身的一个弱点,陈万吉研究表明。这种不对称性会破坏单元的几何不变性。     

应用四边形十六自由度平板壳单元DKQ16分析板壳结构的稳定性

应用新近开发的四边形十六自由度离散Kirchhoff平板壳单元DKQ16,分析了板壳结构的线性屈曲问题,建立了相应的几何刚度矩阵．通过对几个典型算例的计算与比较,说明了DKQ16单元在板壳结构的稳定性中也有良好的精度．     

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。     

含孔洞有限板与加固板的连接问题的分区广义变分原理解法

本文提出了一种新的有限元解法,采用复变函数作为有限单元模式,结合运用分区广义变分原理,解决了经贴焊加固板后的含孔洞有限板应力集中系数的计算问题,得到了级数形式的解析解.计算实践表明,本方法成功地分析了加固板与含孔洞有限板在焊接线上的位移连续和内力平衡问题.由于仅需划分三个单元,故与常规有限元方法比较,本方法可大大节约计算机内存,提高精度,降低计算时间.应力集中系数和焊接线处应力的数值计算结果列于诸表之中,可供工程技术人员设计参考.     

Mindlin板几何非线性分析的附加内部剪应变法

本文在几何非线性分析的Ｍｉｎｄｌｉｎ板元中引入单元附加内部剪应变，有效地解决了薄板情况下的剪切自锁问题．文中导出了相应的能量相容条件，给出了有限元非线性列式的全过程及有关簿板及中厚板大挠度问题的数值结果．     

离散算子差分法的单元函数

给出了弹性力学离散算子差分法的离散格式,并给出了该方法的几个板弯曲单元和平面四边形单元,通过对它们的考察,分析了离散算子差分方法中的离散格式对单元位移函数的反映能力。在离散算子差分方法中,无论单元位移函数是否协调,其位移函数均能在离散格式中得到十分好的再现,说明了离散算子差分方法的离散格式是一种性能很优良的离散格式。     

复合材料层合板的弯曲与振动

本文应用应力杂交有限元方法分析了复合材料层合板的弯曲与振动.在本文中,首先根据修正的余能变分原理,构造了一个适合于复合材料层合板特点的矩形应力杂交板弯曲单元.在单元内,分层假设应力参数,在单元的边界上,根据YNS理论的假设确定边界位移场.这样使得构造出来的单元不仅能够考虑横向剪切变形的影响和局部扭曲效应,而且具有较少的自由度数.其次,用此单元求解了层合板的弯曲与振动问题,并将计算结果与精确解进行了比较,比较表明二者非常接近.这说明了在计算方面本文单元具有较高的精确度.     

关于6-15变节点三棱柱等参数单元

引言 在三维有限元中，人们常常采用四面体单元或六面体单元，前者在对物体进行剖分时比较自由且能较好地逼近边界，但缺乏空间直观；后清晰的空间直观，但常     

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.     

关于薄板的无网格局部边界积分方程方法中的友解

无网格局部边界积分方程方法是最近发展起来的一种新的数值方法,这种方法综合了伽辽金有限元、边界元和无单元伽辽金法的优点,是一种具有广阔应用前景的、真正的无网格方法．把无网格局部边界积分方程方法应用于求解薄板问题,给出了薄板无网格局部边界积分方程方法所需要的友解及其全部公式．     

动态环板元的动刚度矩阵

本文对于环形薄板单元取包含贝塞尔函数的谐振变形作为形状函数,解决了关于特殊函数的复杂积分问题.从而精确推导了环形单元的动刚度矩阵,并用直接刚度法进行了校核.接着,又着重于将封闭形式的动刚度矩阵,按频率平方的升幂式展开,得到了简洁完备的结果,以此作为结构动力特性分析和响应计算的基础.     

THE PARTIAL PROJECTION METHOD IN THE FINITE ELEMENT DISCRETIZATION OF THE REISSNER-MINDLIN PLATE MODEL

1.IntroductionItiswellknownthatthestandaxdfiniteelementdiscretizatiollsoftheReissner-Mindlinplateproblemproducepoorapproximationswhenthethicknessistoosmall...incomparisonwiththediameteroftheregionoccupiedbythemidsectionoftheplate.TherootisthesthcaJled"locking"phenomenonwhichisbynowwellunderstood.Amongseveralapproachestoavoidinglockingisamodificationofthestandardfiniteelementschemesbyinterpolatingorprojectingthediscretetrallsverseshearforceintoalower-orderfiniteelemelltspaJce.Thiskindofmethod…     

混合杂交罚函数有限元方法及其应用

对一般非协调有限元,目前采用最多的两种方法是罚函数法和混合、杂交法.前一种方法总能保证收敛,但精度差,条件数和稀疏性不好;后一种方法则要满足“秩条件”才能保证收敛,故单元的构造受到很大的限制.本文提出把这两种方法结合一起的有限元方法——混合杂交罚函数法.从理论上严格证明了(在非常一般的条件下)这种新方法总是收敛的,并且其精度、条件数以及稀疏性等皆与协调元相同,也就是说都是最优的. 最后应用这一方法具体构造了一个新的九自由度任意三角形弯板单元(每个顶点给三个自由度——一个位移和两个转角),其单元刚度矩阵计算公式与旧的九自由度三角形弯板单元的计算公式相差不多.但它对任意几何形状的平板都收敛于真解,如果真解u∈H3的话,它的三个弯矩具有一阶精度,位移及两个转角均具有二阶精度.     

C0 FE model based on HOZT for the analysis of laminated soft core skew sandwich plates: Bending and vibration

Bending and free vibration behaviour of laminated soft core skew sandwich plate with stiff laminate face sheets is investigated using a recently developed C₀ finite element (FE) model based on higher order zigzag theory (HOZT) in this paper. The in-plane displacement fields are assumed as a combination of a linear zigzag function with different slopes at each layer and a cubically varying function over the entire thickness. The out of plane displacement is considered to be quadratic within the core and constant in the face sheets. The plate theory ensures a shear stress-free condition at the top and bottom surfaces of the plate. Thus, the plate theory has all of the features required for accurate modelling of laminated skew sandwich plates. As very few element model based on this plate theory (HOZT) exist and they possess certain disadvantages, an attempt has been made to check the applicability of the refined element model. The nodal field variables are chosen in such a manner that there is no need to impose any penalty stiffness in the formulation. Refined C₀ finite element model has been utilized to study some interesting problems on static and free vibration analysis of laminated skew sandwich plates.     

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.     

Numerical manifold method for vibration analysis of Kirchhoff's plates of arbitrary geometry

Many rectangular plate elements developed in the history of finite element method (FEM) have displayed excellent numerical properties, yet their applications have been limited due to inability to conform to the arbitrary geometry of plates and shells. Numerical manifold method (NMM), considered to be a generalization of FEM, can easily solve this issue by viewing a mesh made up of rectangular elements as mathematical cover. In this study, ACM element (Adini and Clough element from A. Adini, R.W. Clough, Analysis of plate bending by the finite element method, University of California, 1960), a typical rectangular plate element is first integrated in the framework of NMM. Then, vibration analysis of arbitrary shaped thin plates is conducted employing the tailored NMM. Using the definition of integral of scalar functions on manifolds, we developed a mathematically rigorous mass lumping scheme for creating a symmetric and positive definite lumped mass matrix that is easy to inverse. A series of numerical experiments have been studied and analyzed, including free and forced vibration of thin plates with various shapes, validating the proposed mass lumping scheme can supersede the consistent mass formulation in those cases.     

Hamilton等参元与智能叠层板的半解析法

根据压电材料修正后的Hellinger-Reissner(H-R)变分原理,建立了各向异性压电材料4节点Hamilton等参元的一般形式．为智能叠层板自由振动问题和带有压电块的叠层悬臂梁的瞬态响应等问题提出了一种新的半解析法．数学模型的基本步骤:将压电层和主体层看成独立的三维体,在平面内离散各层,分别建立各层的方程;根据主体层和压电层在连接界面上广义应力和广义位移的连续条件,联立主体层和压电层的方程得到全结构的控制方程．等参元不限制智能板侧面的几何边界形状、板的厚度和层数,有广泛的应用领域．