本文用该方法分析了环板弯曲问题。
提出了求解各向异性板弯曲问题基本解的新方法。
In this paper a new method for solving fundamental solution of anisotropic plates bending is proposed.
最后便可得到斜角板弯曲问题的近似程度较高的解。
In consequence the problem of bending of skew angular plate is solved with a better degree of approximation.
九参数广义协调元是板弯曲问题收敛性很好的有限元。
The nine parameter generalized conforming element is an effective element for the plate bending problem.
本文推导了平行四边形板弯曲问题的斜座标基本公式。
In this paper, fundamental formulas have been derived for the bending of a parallel quadrilateral plate in the incline coordinates.
利用坐标变换将钢筋混凝土板的弯曲问题变换为各向同性板弯曲问题。
The coordinate transformation method is used in this paper to convert bending problems of orthographic concrete plate to isotropic.
针对符拉索夫板弯曲问题的基本方程，给出了两个形式简洁的通解定理。
Two kinds of general solutions to the displacement equation for the bending problems of Vlasov plates are given in this paper.
本文讨论在集中荷载和均布荷载联合作用下搁支矩形板的弯曲问题。
The problem of bending of rectangular plates with rest-on edges under the combined action of concentrated load with uniform distribution load has been discussed.
在弹性薄板理论中，悬臂矩形板的弯曲，长期以来是最困难的问题之一。
In the theory of elastic thin plates, the bending of rectangular cantilever plates has long remained one of the most difficult problems.
作者以前应用三角级数加多项式的方法解决了悬臂对称三角形板在均布载荷作用下的弯曲问题。
The authors used the method of trigonometric series and polynomial to solve the problem for the bending of a cantilever plate in a symmetric triangular shape under uniform load.
本文用能量法讨论了悬臂矩形板在多种荷载作用下的不对称弯曲问题。
This paper discusses the problems of the unsymmetrical bending of cantilever rectangular plates under various loads by the energy method.
文中对自然边界条件作为约束条件的影响给予了考虑，并以板的弯曲问题为例说明影响极微。
The effect of imposing natural boundary condition as constraints is considered and it is shown by a plate bending problem that this effect is quite superficial.
本文讨论了两对边简支单向线性变厚度矩形板的弯曲问题。
The bending problems of rectangular plates of unidirectional linear variable thickness with two opposite edges simply supported are discussed.
本文用样条加权残数法分析各向异性斜交板的弯曲问题。
In this paper, the method of weighted residuals is employed to analyze the bending problems of anisotropic skew plates.
导出斜型薄板单元模型并应用于有限元线法(FEMOL)求解平行四边形斜板的弯曲问题。
A parallelogram oblique element model is developed in the Finite element Method of Lines (FEMOL) for the solutions of oblique plate bending problems.
从而可用重三角级数解带有自由边的矩形板的弯曲、稳定和自由振动问题。
Therefore it becomes possible to use double Fourier Series to solve the problems of bending, buckling and free vibration of rectangular plates with free edges.
板带轧制过程中轧件头部弯曲问题，是轧制领域至今尚未得到很好解决的重要技术课题之一。
Warping phenomenon in plate and strip rolling is one of important technique problems in rolling field which haven't be solved .
对简支各向异性平行四边形板在面内张力和剪力作用下自由振动、屈曲和弯曲问题作了全面的研究。
A comprehensive study of free vibration, buckling and bending of anisotropic simply-supported skew plates subjected to in-plane normal and shear forces is conducted.
对周边为弹性支承边界条件下的功能梯度材料圆板轴对称弯曲问题进行了分析。
The paper presents an analysis of the axisymmetric bending of a functionally graded circular plate under elastically supported boundary condition.
弹性地基上钢筋混凝土板的弯曲，尤其是自由边板，一直是学者和工程师所十分关切的问题。
For scholars and engineers the bending of reinforced concrete plates, especially free boundary plates, on elastic foundation has long been a concerned problem.
把本文第一部分建立的方法用于求解各向异性板的弯曲问题和振动问题。
The methodology presented in Part I is employed to deal with flexure and free vibration of anisotropic plates.
本文对极正交各向异性圆板在任意轴对称载荷和边界条件下的非线性弯曲问题进行了较为系统的研究。
This paper presents a systematical investigation of the nonlinear bending of polar orthotropic circular plates under arbitrarily axisymmetric loads and a variety of boundary conditions.
讨论了在内边缘均布剪力作用下夹层环形板的非线必弯曲问题。
Nonlinear bending of an annular sandwich plate under the action of a line load uniformly distributed along the inner edge is discussed.
应用功的互等定理研究了在一集中载荷作用下斜边自由的三角形板的弯曲问题，给出了该问题的精确解。
The reciprocal theorem is used to make research on the bending of a set square with free hypotenuse under a concentrated load acting at any of its points, and its accurate solution is given.
本文在板、壳勒夫——柯希霍夫假设的基础上，推导出金属、复合材料板、壳弯曲问题的基本公式。大量数值计算从各方面证明了本方法具有良好的使用性能。
The formulas of bending problem of isotropic or anisotropic plate and shell is established, the applicability of this method has been shown by many numerical practices.
本文把缩减弯曲刚度法推广应用于具有不同拉压模数的层板，并且提出了一种求解具有不同拉压模数的层板问题的新的近似方法——二次近似法。
The reduced bending stiffness method is extended to laminates with different moduli in tension and compression, and a new approximate method-twice-approximate method is presented in this paper.
本文用迭加原理和广义简支边的概念，解决了四边被多个点支承的矩形板的弯曲问题。
In this paper, The principle of superposition and the concept of generalized simply supported edge are used to solve the bending of rectangular plates with multiple point supports along four edges.
本文探讨了纤维增强复合材料正交对称铺设层合圆板的大挠度弯曲问题。
The large deflection problems of the symmetrically laminated cross-ply circular plates of fiber reinforced composites are investigated in this paper by using Galerkins procedure.
将其引入直接或间接积分方程中，只要对板的外边界进行离散，就可计算有限尺寸裂纹板的弯曲问题。
When it is taken in integral equations, plate bending problems can be calculated only out boundary of the plate should be discretized.
将其引入直接或间接积分方程中，只要对板的外边界进行离散，就可计算有限尺寸裂纹板的弯曲问题。
When it is taken in integral equations, plate bending problems can be calculated only out boundary of the plate should be discretized.
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