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The postbuckling behavior of a long rectangular plate with initial deflection under uniaxial compression is discussed based on the large deflection theory of thin plates.

本文应用薄板大挠度理论,对有初挠度的长矩形板在纵向压力作用下的屈曲后行为进行近似分析,推导出计算板的极限强度和有效宽度的理论公式。

The variation regularity is discussed that the stress, temperature and deformation of the current-carrying annular plate are altered with the variation of loaded electromagnetic parameters. According to the relation between the deflection of annular plate and the parameters, it is proved that the deformation and stress can be controlled by changing the electromagnetic and mechanics parameters.

变换电磁参量,讨论了载流环形薄板应力、温度及变形随外加电磁参量的变化规律;根据圆环形板的挠度与参量之间的变化规律,并通过实例证实了可以通过改变电、磁、力场的参数来实现对板壳的应力、应变状态的控制。

The conclusions provides practical significance for engineering practice.The side displacement of the glass plate center is larger or less than the glass plate thickness,for the 3D geometric size of the glass plate and the lateral load vary in a wide range. In other words,the mechanic analysis of glass plate belongs to large deflection or small deflection theory in thin plate theory.

由于幕墙玻璃的三向几何尺寸和横向荷载集度可在较大的范围内变动,玻璃板中心的侧向位移,有可能小于或大于玻璃板的厚度,也就是说,幕墙玻璃的力学分析,既可能属于薄板理论中的小挠度问题,也可能属于大挠度问题。

In static analysis, small deflection theory of circular plate and electrostatic actuating theory are adopted to simulate electrostatic-structural coupled process. In modal analysis, harmonic response analysis and nonlinear transient dynamic analysis of pump membrane, the fluid in the pump is regarded as an additional mass acting on the pump membrane to approximately substitute the effect of fluid field on pump membrane, which reduces the amount of calculation and improves simulation efficiency.

其中在静态分析中,利用圆型薄板的小挠度变形理论和微机电系统中的静电力驱动理论来模拟静电-结构耦合过程;在泵膜的模态分析、谐响应分析以及非线性瞬态分析中,把腔内的流体当作附加质量作用在泵膜上,近似代替流场对泵膜的影响,从而减小计算量,提高了仿真效率。

Based on the mechanical analysis of rotary pan, the axisymmetrical model and non-axisymmetrical one were proposed respectively by simplifying the effect of lacing wires on pan into ring distribution uniform load or force and were solved according to the flexure theory of thin plate with small deflection.

在分析工作状态下转子圆盘受力的基础上,将拉筋对圆盘的作用分别简化成环形均布载荷和集中载荷,建立承压圆盘的轴对称模型和非轴对称模型,并根据薄板的小挠度弯曲理论,对力学模型进行求解。

By discussing the eigenvalue relation of the coefficient ,λ and η in Mathieu equation, means determining the boundary lines between the steady and unsteady solution areas of Mathieu equation, the criterion equation of the problem is presented here.

通过具体算例,给出了四边固定载流矩形薄板的磁弹性动力失稳临界状态与相关参量之间的关系曲线,并对计算结果及其变化规律进行了分析讨论。

In this paper, we give the TEM tunnel prediction configuration. After analyzing the special condition of tunnel location, we introduce "moving plate" theory and create the imaging system of TEM prediction based on the parameter of secondary differential conductivity.

文中介绍了瞬变电磁超前预报的工作装置形式;通过对掌子面特定环境的分析,提出引用"浮动薄板"理论,以二次电导微分参数为特征量建立隧道超前预报成像系统。

Finding out the maximum point of the equivalent plastic strain on each of the vertical lines, a group of discrete points on the critical slip surface will be obtained. Last, the discrete points are smoothed by means of the thin-plate smoothing spline; and the position of the critical 3D slip surface is determined.

最后,采用被称为薄板光顺样条(thin-plate smoothing spline)函数的插值方法对滑面上的离散点进行了插值光顺处理,在不指定边坡滑动模式和滑面形状的前提下就可以得到三维边坡的临界滑面。

Two sets of analytic functions are used in the horizontal directions and the method of discreteness is used in vertical direction.

用半解析单元法分析了矩形薄板与无限层土地基的静动力相互作用,提出了板单元和地基单元半解析位移函数。

Based on dynamic equilibrium equations of three-dimensional elasticity, a state equation was established for orthotropic foundation plates using double Fourier series, in which no assumption about stress or displacement modes was made. Analytical solutions and frequency equations of unified formulas were presented for thin and thick laminated foundation plates.

从三维弹性力学动力平衡方程入手,抛弃应力或位移模式的人为假定,利用Fourier双重级数,建立了正交各向异性地基板的状态方程,并分别给出了地基上任意层厚薄板静力问题的统一解析式和动力问题的频率方程。

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