开孔簿板非线性分析的数学模型和广义变分原理*

基于薄板非线性弯曲的Kirchhoff-Kármán假设.本文提出了在任意中面边界条件下任意开孔薄板非线性分析的三类边值问题并建立了相应的广义变分原理.能够看到在本文中提出的数学模型完全是一种新的不同于Karman理论的模型.这些数学模型能够应用于任意中面边界条件下开孔薄板的非线性分析和稳定性分析.     

非轴对称面内边界力作用下环形板的屈曲和过屈曲

本文基于[1,2]中提出的开孔薄板大挠度的一般理论和[4]中建立的分析开孔薄板屈曲和过屈曲性态的有限单元法,讨论了在边界上受面内非轴对称法向压力作用下环形板的屈曲和过屈曲.     

ON CERTAIN PROPERTIES OF THE COMBINATIONS OF SZáSZ-DURRMEYER OPERATORS

In the present paper we study properties of Szász-Durrmeyer operators. These operators are introduced in [5] and generalize the integral operators proposed by S.M.Mazhar and V.Totik in [12]. We also generalize some results obtained by M. Heilmann[6] and D.-X. Zhou[16].     

一类模拟悬索桥的von Kármán方程的解的存在性

该文研究了一类具有部分自由边界的非线性von Kármán方程,它可以看作是发生大形变悬索桥的数学模型.方程中引入了产生非局部效应的屈曲载荷.通过分析相应能量泛函的临界点,我们得到了方程的解的唯一性和多解性.     

Szász-Kantorovich-Bézier算子在Lp[0,∞)上的逼近定理

本文利用Ditzian-Totik模得到了Szász-Kamorovich—Bézier算子在L_p[0,∞)空间逼近的正逆定理及等价定理．     

开孔薄板非线性分析折数学模型和广义变分原理

基于薄板非线性弯曲的Ｋｉｒｃｈｈｏｆｆ－Ｋａｒｍａｎ假设，本文提出了在任意中面边界条件下任意开孔薄板非线性分析的三类边值问题并建立了相应的广义变分原理。能够看到在本文中提出的数学模型完全是一种新的不同于ｋａｒｍａｎ理论的模型。这些数学模型能够应用于任意中面边界条件下开孔薄板的非线性分析和稳定性分析。     

修正的Polyá算子在Orlicz空间内的逼近

本文基于一种修正的Polyá算子,讨论了该算子在Orlicz空间内的逼近问题,并借助Jensen不等式,Hardy-Littlewood极大函数,H?lder不等式,K-泛函,光滑模等工具给出了这类修正的Polyá算子在Orlicz空间内的逼近等价定理.     

Szász-Mirakjan算子逐点加权同时逼近

本文研究了Szász-Mirakjan算子加权同时逼近的问题.利用加权光滑模ω2φλ(f,t)u,获得了Szász-Mirakjan算子加权同时逼近的点态结果,推广了已知的结果.     

BMOA空间与Bloch型空间之间的加权Cesáro算子

本文研究单位圆盘上的BMOA空间和α-Bloch型空间之间的加权Cesáro算子,给出了T_g是BMOA空间到B_α空间的有界算子或紧算子的充分必要条件。     

NA随机变量序列的Hájeck-Rènyi不等式

本文给出了NA随机变量序列的Hájeck-Rènyi不等式,并利用它研究了NA随机变量序列的强大数律,所得结果是独立随机变量情形时相应结果的推广.而且还得到了任意随机变量序列的Hájeck-Rènyi不等式.     

Local and post local buckling of stepped and perforated thin plates

The nonlinear mathematical theory for initial and post local buckling analysis of plates of abruptly varying stiffness based on the principle of virtual work is established. The method is programmed, and several numerical examples are presented to demonstrate the scope and efficacy of the procedure. Local buckling coefficients of perforated and stepped plates are obtained and the results are compared with known solutions. Post-buckling behaviour of perforated and stepped plates is studied for different geometries. The non-dimensional applied loads (P/P_cr), dimensionless lateral displacements and stress distribution of plates with varying stiffness in the post buckling region are given in several tables and graphs.     

Relative stiffness of irregularly perforated plates

Approximation of the average field is used in order to calculate the relative elastic properties of plates irregularly perforated with a large number of different hole. Relative properties are calculated for a plate perforated with a different kind of elliptical hole. It is shown that the Young's modulus and shear modulus of a plate perforated with identical round holes calculated in this approximation have values similar to those calculated accurately for the case of a regularly perforated plate.Translated from Dinamicheskie Sistemy, No. 5, pp. 3–11, 1986.     

Postbuckling analysis of multi-directional perforated FGM plates using NURBS-based IGA and FCM

Geometric modeling and numerical analysis of multi-directional FGM (Functionally Graded Material) plate, whose material properties grade continuously both in its thickness and in-plane directions, are increasingly required. In this work, postbuckling behavior of this type of plates with multiple cutouts is, for the first time, numerically investigated through the combination of NURBS-based IGA (IsoGeonetric Analysis) and FCM (Finite Cell Method). The nonlinear deformation of plate is determined by TSDT (Third-order Shear Deformation Theory) and von Kármán nonlinear assumptions without the requirement of SCFs (shear correction factors). Besides, the higher continuity advantage of NURBS basis functions can easily meet the C¹-continuous requirement of the displacement field. The main contribution is introducing the FCM to deal with the influence of complex cutouts on the postbuckling characteristics. The geometric interfaces of the cutouts are approached and approximated by adaptive quadrature procedure in the distinguished cut elements. The advantage of this implementation is that the previously tricky process of representing the geometry of perforated plate with multiple NURBS patches can be eliminated, which naturally avoids the imposition of C¹-continuity condition across the patch boundaries. The cylinder arc-length method combined with modified Newton–Raphson iteration algorithm, which takes into account of the initial geometric imperfections, is applied to implement geometrically nonlinear stability analysis and track the postbuckling paths. The effectiveness and reliability of the presented method are verified with available solutions of isotropic and conventional perfect FGM plates. Subsequently, a series of factors, including material volume fraction, length-to-thickness ratio, boundary condition, cutout size, etc., affecting the postbuckling responses of multi-directional perforated FGM plates are considered and investigated.     

On homogenization of solutions of the poisson equation in a perforated domain with different types of boundary conditions on different cavities

In this paper we consider boundary value problems in perforated domains with periodic structures and cavities of different scales, with the Neumann condition on some of them and mixed boundary conditions on others. We take a case when cavities with mixed boundary conditions have so called critical size (see [1]) and cavities with the Neumann conditions have the scale of the cell. In the same way other cases can be studied, when we have the Neumann and the Dirichlet boundary conditions or the Dirichlet condition and the mixed boundary condition on the boundary of cavities.There is a large literature where homogenization problems in perforated domains were studied [2];-[7];     

Toward a Hybrid-Trefftz element with a hole for elasto-plasticity?

The paper deals with the modelling of riveted assemblies for full-scale complete aircraft crashworthiness. Many comparisons between experiments and FE computations of bird impacts onto aluminium riveted panels have shown that macroscopic plastic strains were not sufficiently developed (and localised) in the riveted shell FE in the impact area. Consequently, FE models never succeed in initialising and propagating the rupture in the sheet metal plates and along rivet rows as shown by experiments, without calibrating the input data (especially the damage and failure properties of the riveted shell FE). To model the assembly correctly, it appears necessary to investigate on FE techniques such as Hybrid-Trefftz finite element method (H-T FEM). Indeed, perforated FE plates developed for elastic problems, based on a Hybrid-Trefftz formulation, have been found in the open literature. Our purpose is to find a way to extend this formulation so that the super-element can be used for crashworthiness. To reach this aim, the main features of an elastic Hybrid-Trefftz plate are presented and are then followed by a discussion on the possible extensions. Finally, the interpolation functions of the element are evaluated numerically.     

Homogenization of Boundary Value Problems in Plane Domains with Frequently Alternating Type of Nonlinear Boundary Conditions: Critical Case

In the present paper we consider a boundary homogenization problem for the Poisson’s equation in a bounded domain and with a part of the boundary conditions of highly oscillating type (alternating between homogeneous Neumman condition and a nonlinear Robin type condition involving a small parameter). Our main goal in this paper is to investigate the asymptotic behavior as ε → 0 of the solution to such a problem in the case when the length of the boundary part, on which the Robin condition is specified, and the coefficient, contained in this condition, take so-called critical values. We show that in this case the character of the nonlinearity changes in the limit problem. The boundary homogenization problems were investigate for example in [1, 2, 4]. For the first time the effect of the nonlinearity character change via homogenization was noted for the first time in [5]. In that paper an effective model was constructed for the boundary value problem for the Poisson’s equation in the bounded domain that is perforated by the balls of critical radius, when the space dimension equals to 3. In the last decade a lot of works appeared, e.g., [6–10], in which this effect was studied for different geometries of perforated domains and for different differential operators. We note that in [6–10] only perforations by balls were considered. In papers [11, 12] the case of domains perforated by an arbitrary shape sets in the critical case was studied.     

Homogénéisation d'une classe de problèmes non linéaires dans des domaines perforés

We study the limit behavior the solution of a nonlinear problem in an open set perforated periodically. Results of homogenization that we obtain generalize anterior results of Cioranescu-Donato [3]. In addition to the homogenization results, a theorem of existence and uniqueness of the solution is proved.     

应用功的互等定理计算弹性圆薄板挠曲面方程

本文在文献[1],[2]的基础上,进一步将功的互等定理推广应用于弹性圆薄板.提出一种求解具有复杂边界条件,受复杂载荷作用的圆板挠曲面方程的简便,通用的新方法.