均布载荷下两邻边固定、一边简支、一边自由的矩形板的弯曲

用广义简支边概念和叠加法给出的均布载荷下两邻边固定、一边简支、一边自由矩形板的精确解。对正方形自由的挠度和回定边的弯矩进行了数学计算。     

三边夹紧一边自由的矩形厚板的弯曲

利用厚板的Reissner理论中的广义简支边概念[1]得到了三边夹紧一边自由受均布横向载荷作用的矩形厚板的精确解.研究和考察了板的厚度对弯曲的影响及薄板弯曲的Kirchhoff理论的适用范围.     

求解厚矩形板弯曲问题的功的互等定理法

在本文中,功的互等定理法(RTM)被推广于求解基于Reissner理论的厚矩形板弯曲问题。首先,本文绘出了厚矩形板弯曲的基本解;其次,给出了三边固定一边自由在均布载荷作用下厚矩形板弯曲的精确解析解;最后,我们分析了本文解的数值结果。     

扇形板的富里哀—贝塞尔级数解

本文以加补充项的富里哀—贝塞尔双重级数的位移模式,对扇形弹性薄板在各种边界件条下的弯曲和振动问题,提出了一种应用范围比较广的、便于计算的、解析形式的解法.作为算例,文中给出了各种角度的径向边界简支或固定的扇形板在均布荷载或集中荷载作用下产生的挠度和弯矩的分布曲线,并与有关文献的数值结果进行了比较.本文推广了加补充项的富氏级数法的应用范围,并计算出各种角度的径向边界简支的扇形板的自振频率和节线的图表.     

Free bending vibrations of an isotropic plate with free holes

A solution of the problem of the free bending vibrations of a thin finite isotropic plate with stiffly clamped outer edge is obtained by using functions of a complex variable. Results of numerical investigations are presented for an elliptic plate with acircular hole.Translated from Teoreticheskaya i Prikladnaya Mekhanika, No. 20, pp. 67–70, 1989.     

Natural frequencies of rectangular Mindlin plates coupled with stationary fluid

The present study is concerned with the free vibration analysis of a horizontal rectangular plate, either immersed in fluid or floating on its free surface. The governing equations for a moderately thick rectangular plate are analytically derived based on the Mindlin plate theory (MPT), whereas the velocity potential function and Bernoulli’s equation are employed to obtain the fluid pressure applied on the free surface of the plate. The simplifying hypothesis that the wet and dry mode shapes are the same, is not assumed in this paper. In this work, an exact-closed form characteristics equation is used for the plate subjected to a combination of six different boundary conditions. Two opposite sides are simply supported and any of the other two edges can be free, simply supported or clamped. To demonstrate the accuracy of the present analytical solution, a comparison is made with the published experimental and numerical results in the literature, showing an excellent agreement. Then, natural frequencies of the plate are presented in tabular and graphical forms for different fluid levels, fluid densities, aspect ratios, thickness to length ratios and boundary conditions. Finally, some 3-D mode shapes of the rectangular Mindlin plates in contact with fluid are illustrated.     

在—集中载荷作用下斜边自由的三角形板弯曲

本文应用功的互等定理研究了在—集中载荷作用下斜边自由两边固定的三角形板弯曲问题.该法简单、通用.     

在不连续荷载作用下的悬臂矩形板的弯曲

以前所讨论的悬臂矩形板,其荷载都是连续的,例如均布荷载及一集中力作用于自由边,现进一步讨论荷载不连续的情形,如有一集中力作用在板中点,可以预料得到,自由边y=a的挠度几乎是相同.并且,沿自由边x=a或x=0,自y=0.5a至y=a这段的挠度曲线,为一斜直线,固定边的总弯矩校核得很好,证实了这计算的可靠.     

On the solution of certain integral equations of mixed problems of plate bending theory

The problem of the bending of a Kirchhoff-Love plate in the shape of a strip under the impression of a thin linear rigid inclusion fastened at one of the edges of the plate when the other edge of the plate is rigidly clamped is considered. The problem is reduced by a Fourier integral transform to the solution of a convolution-type integral equation of the first kind in a finite segment with a regular kernel. The exact inversion of the principal part of the corresponding integral operator is constructed in the class of functions with non-integrable singularities on the segment edges. An effective asymptotic solution is given for the integral equation under investigation in this class of functions in the whole range of variation of the characteristic parameter λ. The results obtained are verified numerically. Analogous integral equations were examined in /1, 2/. The mode of investigation is similar to that proposed in /3/.     

Accurate bending analysis of rectangular plates with two adjacent edges free and the others clamped or simply supported based on new symplectic approach

The symplectic geometry approach is introduced for accurate bending analysis of rectangular thin plates with two adjacent edges free and the others clamped or simply supported. The basic equations for rectangular plates are first transferred into Hamilton canonical equations. Using the symplectic approach, the analytic solution of rectangular thin plate with two adjacent edges simply supported and the others slidingly supported is derived. Accurate bending solutions of title problems are then obtained using the superposition method. The approach used in this paper eliminates the need to pre-determine the deformation function and is hence more reasonable than conventional methods. Numerical results are presented to demonstrate the validity and efficiency of the approach as compared with those reported in other literatures.     

Bending of a semi-infinite cantilevered plate weakened by a cut with contacting edges

We solve the problem of the bending of a semi-infinite cantilevered plate containing a cut perpendicular to a clamped edge. Contact of the edges of the cut is taken into account in the two-dimensional formulation on the basis of the model of contacting edges on the face of the plate. We study the effect of the boundary on the distribution of the contact reaction and compute the coefficients of force and moment intensity and determine the breakinge load. We compare the results obtained with the solution of the problem not taking account of the contact of the edges of the cut. Translated fromMatematichni Metodi ta Fiziko-Mekhanichni Polya, Vol. 40, No. 2, 1997, pp. 83–86.     

Bending of rectangular orthotropic thin plates with rotationally restrained edges: A finite integral transform solution

The present study deals with the bending of rectangular orthotropic thin plates with rotationally restrained edges under arbitrary transverse loads. The finite integral transform method is herein applied to obtain exact analytical solution. Unlike the conventional superposition method, the proposed method is simple and straightforward with more accurate results. In order to reflect the relative stiffness of the plate and the rotational elastic restraints, a new rotational fixity factor is introduced to define elastic restraints against rotation along edges and a general boundary condition will be presented. Simply supported or clamped edges turn out to be particular, limiting situations. The effect of rotational restraints, load distributions and aspect ratios on plate bending is investigated by comprehensive numerical results. The accuracy and convergence of the present formulation are assessed by comparing with previously reported results. Excellent agreements are reached and some new results are provided for further comparison by other methods.     

非均匀圆柱型正交各向异性圆板的弯曲问题

本文研究了非均匀圆柱型正交各向异性圆板的弯曲问题,求得了折算刚度随半径按指数函数规律变化的非均匀圆柱型正交各向异性圆板在横向均布载荷作用下的通解,并给出了周边固定夹支条件下的精确解。     

On the bending of plates with transverse shear deformation and mixed periodic boundary conditions

The method of matched asymptotic expansions is used to find a homogenized problem whose solution is an approximation to the solution of a mixed periodic boundary value problem in the theory of bending of thin elastic plates. A critical size for the fixed parts of the boundary is found such that the boundary condition of the homogenized problem is an intermediate case between that for the clamped edge plate and that for the free boundary plate.     

Eigenmode Asymptotics in Thin Elastic Plates

In this paper, we investigate the behavior of the vibration modes (eigenvalues) of an isotropic homogeneous plate as its thickness tends to zero. As lateral boundary conditions, we consider clamped or free edge. We prove distinct asymptotics for bending and membrane modes: the smallest bending eigenvalues behave as the square of the thickness whereas the membrane eigenvalues tend to non-zero limits. Moreover, we prove that all these eigenvalues have an expansion in power series with respect to the thickness regardless of their multiplicities or of the multiplicities of the limit in-plane problems.     

弹性矩形薄板受迫振动的功的互等定理法（Ⅱ）：两邻边固定的矩形板

在本文,我们应用功的互等定理法给出了两邻边固定矩形板在分布和集中谐载作用下固定边弯矩幅值和自由边挠度幅值的分布.     

在集中荷载作用下悬臂矩形板的弯曲

本文引用广义简支边的概念并应用叠加法,解决了有一集中力作用在板的垂直于固定边的中线任一点上的悬臂板弯曲问题.     

Coupling of h and p finite elements: Application to free vibration analysis of plates with curvilinear plan-forms

This paper presents a method for coupling isoparametric cubic quadrilateral h-elements and straight sided serendipity quadrilateral p-elements. The p-elements are used to model the interior of the domain while the h-elements are used to describe accurately the curved boundaries. At a common side shared by a p-element and an arbitrary number of h-elements, the field variables are minimized in the least square sense with respect to the degrees-of-freedom of the h-elements. This leads to a set of equations which relate the degrees-of-freedom of the coupled elements on the shared side. The method is applied to the calculation of frequencies for plates with curvilinear plan-forms. The effects of shear deformation and rotary inertia are taken into account. The frequencies are obtained for a sectorial plate with simply supported radial edges and free circular edge, an annular sectorial plate with simply supported radial edges and clamped circular edges, and a circular plate with one concentric ring support. Furthermore, new accurate frequencies are given for a fully clamped square plate with a corner cut-out. Constant meshes are used and convergence is sought by increasing progressively the degree p of the interpolating polynomial. The fast convergence and high accuracy of the method are validated through convergence and comparison studies.     

Bending of a rectangular orthotropic glass-reinforced plastic plate under a transverse load

The Bubnov-Galerkin method is used to solve the problem of the bending of a clamped flexible orthotropic plate. An equation relating the deflection and the load is obtained. An experiment on a plate made of polyester plastic reinforced with satin-weave glass fabric is described. It is shown that within certain limits the deflections at the center of the plate and the combined stresses along the clamped edges are in good agreement with the theoretical values. The limits of applicability of the first-approximation formulas are investigated.All-Union Scientific-Research Institute of Railroad Transport, Ural Division, Sverlovsk. Translated from Mekhanika Polimerov, No. 4, pp. 674–679, July–August, 1969.     

On the Radiation of Short Surface Waves By a Finite Dock

A flat plate of finite width and infinite length lies on thesurface of a body of deep water and vibrates in such a way thatthe velocity distribution over the dock varies smoothly acrossits width and is simple harmonic in time. The amplitudes ofthe wave-trains radiated towards infinity are investigated inthe limit of waves having length small compared with the widthof the dock, by means of a formula expressing the wave amplitudein terms of a Green's function evaluated over the dock. Thisfunction is estimated in the short wave limit by an asymptoticapproximation which is uniformly valid over the dock exceptclose to the edges. Suitable edge corrections are presented,these being essentially the potentials in the correspondingproblems for docks of semi-infinite width. By this means itis found possible to derive the first two or three terms inan asymptotic development for the wave amplitudes, the firstterm agreeing with previous work, and the next term dependingon the nature of the velocity distribution V(x) near the edgesx = ±a. Explicit results are given for the cases whenV(x) is analytic, and when V(x) = O(a–x) near the edgex = a.