三种典型边界条件下受集中载荷梁大挠度弯曲精确解

利用Jacobi椭圆函数得到了自由端受集中载荷悬臂梁大挠度弯曲问题的显式精确解,不同于由传统椭圆积分公式得到的解,该显式精确解给出梁中任意点的转角,由此可方便的得到梁弯曲后各点的位移.研究表明:由该解出发,可得到任意位置受集中载荷悬臂梁问题的解;对称性分析表明该解可直接用于两端简支或两端固支梁中点受集中载荷的情况.最后分别给出了载荷取一系列值时以上三种边界条件下梁弯曲的挠度曲线.     

弹性圆板的热过屈曲

基于精确的圆薄板轴对称大挠度变形几何方程，建立了均匀加热圆板轴对称热弹性屈曲问题位移形式的控制方程，采用打靶法和解析延拓法获得了连续依赖于温度载荷的圆板过屈曲状态解，给出了相应的数值结果。     

对材料力学中屈曲杆最大挠度近似公式的改进

<正> 根据两端铰支屈杆大挠度精确微分议程■，弹性屈曲杆中点最大度δ的精确解为■式中P=sin(а/2)，а为杆端转角■     

弹性屈曲大挠度杆纵横变形的计算

弹性屈曲大挠度杆纵横变形的计算刘传芬（兰州铁道学院，兰州７３００７０）两端铰支的弹性屈曲杆纵横变形的计算，根据压杆弹性稳定的大挠度理论，其中点最大挠度δ和两支座间距离Ｄ（见图１）的精确解为￣［１］上述３个公式中，ｐ为轴向载荷，ＥＩ为抗弯刚度；分别为第...     

Lee极值原理与结构的大挠度塑性动力响应

本文介绍了利用Lee 极值原理确定结构的大挠度塑性动力响应的数值方法,给出了在均布冲击载荷作用下的理想刚塑性门形框架的大挠度进化模态解,指出如果模态形式取得合适,可使进化模态解接近于真实解.这样得到的门形框架的大挠度模态解与文献[8]中的实验结果和文献[9]中的大挠度完全解都符合得很好.     

AN APPROXIMATION METHOD FOR THE LARGE DEFLECTION OF CANTILEVER BEAMS

研究了悬臂梁自由端受集中力作用时的大挠度变形问题,对大挠度的界定方法做出了一些讨论,并从计算数据分析和理论推导两方面归纳出一种不通过复杂计算就能对大挠度变形进行定量估计的方法. 分析表明,由挠曲线近似微分方程得出的自由端挠度值与梁长度之比值的平方,可以近似表示小挠度法计算挠度值偏离精确挠度值的误差,并由此得出大挠度变形的估计值. 该方法避免了复杂的微分方程求解和数值计算,有一定的工程实际意义.     

轴对称圆薄板大挠度微分方程的数值分析方法

根据轴对称问题的特点,利用级数展开和求极限法则,证明了轴对称大挠度圆薄板在圆心处应满足的边界条件,并以圆薄板轴对称大挠度弯曲变形微分方程为基础,建立了圆心处非奇异的轴对称大挠度圆板弯曲微分方程,从而可以方便地利用现有的常微分方程数值求解方法(如变步长龙格-库塔法)对实心圆板的轴对称问题进行数值求解,又不必像摄动法那样推导复杂的公式。在数值求解轴对称圆板大挠度弯曲变形微分方程时,将非线性微分方程的求解主要归结为迭代求解圆心处三个未知边界条件的问题,即圆心处的径向膜力、圆心处的挠度、圆心处挠度的二阶导数,并提出了相应的求解方法。实例中,对于圆薄板受均布横向荷载的问题,分析了周边固支边界条件下的非线性弯曲问题,给出了中心挠度参数大范围变化时的荷载和部分边界值变化曲线,并与经典摄动解进行了对比。对比结果可见,本文方法和摄动法的解非常接近,在量纲归一化中心挠度不超过4.0时,两种方法解的相对误差均小于5.0%。另外,本文还分析了与挠度有关的液体压力作用下和集中荷载作用下周边固支圆板的非线性弯曲问题。通过算例可见:本文方法可以灵活处理不同的荷载问题;对于不同的问题,计算过程相似,不必推导复杂的计算公式,计算精度容易控制。     

两相邻边固定两相邻边自由的矩形板

本文给出两相邻边自由、两相邻边固定的矩形板的精确解.所解的两个问题为:均布荷重作用及有一集中力作用在自由角点.本文对一正方形板作了数字计算,其中包括自由角点的挠度,沿自由边的挠度以及沿固定边的弯矩.板的其他各点的挠度、弯矩、扭矩和剪力均可由叠加法得到.这种方法,可以很容易推广到沿自由边作用任何荷载或包括有扭矩作用的情况.     

合成展开法解变厚度圆薄板大挠度问题

本文选取圆薄板中心点挠度与中心厚度之比的倒数为第一小参数,设定板厚变化的指数具有一个小参数系数,采用双参数摄动并以 Hencky 薄膜解作为外场解的一级近似,求出外场解的二级近似解,再用内层坐标求得相应的各级内层解,用合成展开法求解变厚度圆薄板在均布载荷作用下的大挠度问题.文中还首次给出了变厚度薄膜解.     

弹性常数对薄板大挠度弯曲的影响

本文针对薄板大挠度弯曲问题，导出了不同弹性常数对应解之间的等价关系式，研究了弹性常数对横向荷载－挠度、弯曲应力－挠度、中面应力－挠度等非线性表达式系数的影响，还分析了文献［１］中近似换算公式的误差。     

The Schrödinger equation in theory of plates and shells with orthorhombic anisotropy

This work is the continuation of the discussion of Refs. [1-5]. In this paper:[A] The Love-Kirchhoff equations of vibration problem with small deflection for orthorhombic misotropic thin shells or orthorhombic anisotropic thin plates on Winkler’s base are classified as several of the same solutions of Schrodmger equation, and we can obtain the general solutions for the two above-mentioned problems by the method in Refs. [1] and [3-5].[B] The. von Karman-Vlasov equations of large deflection problem for shallow shells with orthorhombic anisotropy (their special cases are the von Harmon equations of large deflection problem for thin plates with orthorhombic anisotropy) are classified as the solutions of AKNS equation or Dirac equation, and we can obtain the exact solutions for the two abovementioned problems by the inverse scattering method in Refs. [4-5].The general solution of small deflection problem or the exact solution of large deflection problem for the corrugated or rib-reinforced plates and shells as special cases is included in this paper.     

FURTHER STUDY OF THE RELATION OF VON KF8B6RMN EQUATION FOR ELASTIC LARGE DEFLECTION PROBLEM AND SCHRDINGER EQUATION FOR QUANTUM EIGENVALUES PROBLEM

This work is the continuation and improvement of the discussion of Ref. [1]. We also improve the discussion of Refs. [2–3] on the elastic large deflection problem by results of this paper. We again simplify the von Kármán equation for elastic large deflection problem, and finally turn it into the nonlinear Schrödinger equation in this paper. Secondly, we expand the AKNS equation to still more symmetrical degree under many dimensional conditions in this paper. Owing to connection between the nonlinear Schrödinger equation and the integrability condition for the AKNS equation or the Dirac equation, we can obtain the exact solution for elastic large deflection problem by inverse scattering method. In other words, the elastic large deflection problem wholly becomes a quantum eigenvalues problem. The large deflection problem with orthorhombic anisotropy is also deduced in this paper.     

梁中非线性弯曲波传播特性的研究

研究了梁中的非线性弯曲波的传播特性，同时考虑了梁的大挠度引起的几何非线性效应和 梁的转动惯性导致的弥散效应，利用Hamilton变分法建立了梁中非线性弯曲波的波动方程. 对该方程进行了定性分析，在不同的条件下，该方程在相平面上存在同宿轨道或异宿轨道， 分别对应于方程的孤波解或冲击波解. 利用Jacobi椭圆函数展开法，对该非线性方程进行 求解，得到了非线性波动方程的准确周期解及相对应的孤波解和冲击波解，讨论了这些解存 在的必要条件，这与定性分析的结果完全相同. 利用约化摄动法从非线性弯曲波动方程中导 出了非线性Schr\"{o}dinger方程，从理论上证明了考虑梁的大挠度和转动惯性时梁中存在 包络孤立波.     

Perturbation method in the problem of large deflections of circular plates with nonuniform thickness

In this paper the perturbation method about two parameters is applied to the problem of large deflection of a cricular plate with exponentially varying thickness under uniform pressure. An asymptotic solution up to the third-order is derived. In comparison with the exact solutions in special cases, the asymptotic solution shows a precise accuracy.     

ON EXACT SOLUTION OF KÁRMÁN’S EQUATIONS OF RIGID CLAMPED CIRCULAR PLATE AND SHALLOW SPHERICAL SHELL UNDER A CONCENTRATED LOAD

It is extremely difficult to obtain an exact solution of von Karman’s equations because the equations are nonlinear and coupled. So far many approximate methods have been used to solve the large deflection problems except that only a few exact solutions have been investigated but no strict proof on convergence is presented yet. In this paper, first of all, we reduce the von KÁrmÁn’s equations to equivalent integral equations which are nonlinear, coupled and singular. Secondly the sequences of continuous function with general form are constructed using iterative technique. Based on the sequences to be uniformly convergent, we obtain analytical formula of exact solutions to von Karman’s equations related to large deflection problems of circular plate and shallow spherical shell with clamped boundary subjected to a concentrated load at the centre.     

Determination of the perturbation parameter in large deflection of plates and shallow shells by means of the least square method

In this paper, the least square method of determination of the perturbation parameter is presented when the perturbation technique is used in the solution of large deflection of axisymmetrical plates and shallow shells. The examples of circular plates are calculated and compared with the exact solution and other perturbation solutions. The results show the best agreement with the exact solution among those perturbation solutions.     

The ray method for the deflection of a floating flexible platform in short waves

In this paper, we explain how the ‘ray method’ can be used to describe the deflection, due to short waves, of a very large floating platform in finite or infinite water depth. The elastic properties of the platform are isotropic, but may be distributed inhomogeneously. In the first section, we give a derivation of the equation for the phase and amplitude functions. Then an integro-differential equation for the determination of the deflection is used to find the initial condition for amplitude along the characteristics. For the homogeneous two-dimensional platform in water of finite depth, an exact solution in the form of a superposition of modes can be obtained. This simplified problem serves as a ‘canonical’ problem for problems with the same structure locally. In the last section, we give some result for a semi-infinite platform with varying elasticity coefficient, the mass distribution being taken constant.     

THE SCHRÖDINGER EQUATION OF THIN SHELL THEORIES

This work is the continuation of the discussions of [50] and [51]. In this paper: (A) The Love-Kirchhoff equation of small deflection problem for elastic thin shell with constant curvature are classified as the same several solutions of Schrodinger equation, and we show clearly that its form in axisymmetric problem;(B) For example for the small deflection problem, we extract me general solution of the vibration problem of thin spherical shell with equal thickness by the force in central surface and axisymmetric external field, that this is distinct from ref. [50] in variable. Today the variable is a space-place, and is not time;(C) The von Kármán-Vlasov equation of large deflection problem for shallow shell are classified as the solutions of AKNS equations and in it the one-dimensional problem is classified as the solution of simple Schrodinger equation for eigenvalues problem, and we transform the large deflection of shallow shell from nonlinear problem into soluble linear problem.     

VARIATIONAL PRINCIPLES WITH DUAL MIXED VARIABLE AND APPLICATIONS FOR STRAIGHT BEAMS WITH LARGE DEFLECTION

本文在功的互等定理的基础上,利用位移和应力作为变分变量的二类混合变量的最小势能原理和最小势作用量原理来求解大挠度直梁变形稳定问题,将所得结果与有限元模拟结果进行对比分析,验证了给出的方法的可行性和计算结果的准确性。给出的方法简单灵活,结果准确,为解决大挠度直梁问题提供了新的解决途径,不仅具有一定的理论意义,而且可以直接应用于实际工程中。     

Axisymmetric deformation of a materially nonlinear circular plate

Governing equations are developed for small strain moderately large axisymmetric deflections of a class of isotropic homogeneous materially nonlinear elastic circular plates. These equations are found to contain through thickness integrals which cannot always be carried out in closed form. Important special cases of the governing equations are identified. The utility of the class of material nonlinearities considered is illustrated by presenting an exact solution for small deflection pure bending, an approximate solution for small deflection bending due to a uniform pressure, and an exact elastic stability analysis. Some of these solutions are simplified for specific elements of the class of material nonlinearities employed.