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plate with
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  板弯曲
    The rectangular plate bending with a supported edge combined the cantilever rectangular plate with the rectangular plate supported by a simple edge and a column, and cancelled the limit that the column must be on the comer point.
    从而将一边固定矩形板与一边简支一柱支座支承的矩形板弯曲合并处理。
短句来源
    As the governing differential equation for the bending of a plate with variable thickness is rather complicated, it is difficult to set up boundary integral equation to obtain the fundamental solution from the governing equation.
    由于变厚度板弯曲问题的控制微分方程复杂,直接求解其基本解推导边界积分方程建立边界元分析法较为困难。
短句来源
    In this paper, the author suggests a boundary element method to solve the above-stated plate bending problem. This is to introduce equivalent load and equivalent bending rigidity into the governing differential equation to transform it becoming the governing differential equation of plate with uniform thickness which may be solved easily by the boundary element technique.
    本文通过引入等效荷载、等效刚度,将此问题的控制微分方程化成与普通薄板弯曲问题基本方程相同的形式,利用求解普通板弯曲问题的边界元迭代求解,建立了分析变厚度板弯曲问题的边界元法。
短句来源
    The controlling equations of thermoelasticity bending motion of the clamped orsimply supported circular thick plate with axially symmetric thermal deposit are found in consid-eration of the effects of rotary inertia and shearing deformation.
    考虑板弯曲运动的旋转惯性效应和剪切变形效应,建立了轴对称热能沉积作用下,边界固支或简支圆厚板的热弹性弯曲运动控制方程。
短句来源
  “plate with”译为未确定词的双语例句
    STUDY OF VIBRATION MECHANISM OF PLATE AND STIFFENED PLATE WITH VISCOELASTIC DAMPING TREATMENT
    敷设粘弹性阻尼的板和加筋板的振动机理研究
短句来源
    Analysis of Folded Plate Based on the Theory of Thin Plate with Sidesway
    按有侧移薄板理论分析折迭板
短句来源
    Exact Solution for Circular Sandwich Plate with Large Deflection
    夹层圆板大挠度问题的精确解
短句来源
    The Nonlinear Energy Rate of the Orthotropically Cracked Plate with a Crack Subjected to Biaxial Loading
    双向加载下正交异性裂纹板的非线性能量率
短句来源
    The Elastic-plastic Finite Element Analysis for Stiffened Tension Plate with Eccentric Crack
    加筋偏心裂纹板的弹塑性有限元分析
短句来源
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  plate with
Different from the previous modeling of a plate with a prescribed large overall motion, the coupling between large overall motion of the system and elastic deformation of the flexible plate is taken into account in the proposed coupling model.
      
The behavior of meniscus is analyzed in the tilting of a plate with various positioning of its rotation axis in relation to the liquid-gas interface.
      
The primary study has been made of flow past a flat plate with gas injection.
      
Boundary layer on a flat plate with strong longitudinal magnetic field
      
Accelerated supersonic motion of a plate with a finite angle of attack
      
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In this paper is presented a method of finding the. reactive moments distributed along the clamped edges of a rectangular plate by means of double sine series. Plate with two opposite edges clamped and the other two opposite edges simply supported, and plate with all four edges fixed are used as illustrative examples; the load being uniformly disdributed. The results we obtained are certainly exactly the same that we had obtained by using the method of superposition. However, the method by the double series...

In this paper is presented a method of finding the. reactive moments distributed along the clamped edges of a rectangular plate by means of double sine series. Plate with two opposite edges clamped and the other two opposite edges simply supported, and plate with all four edges fixed are used as illustrative examples; the load being uniformly disdributed. The results we obtained are certainly exactly the same that we had obtained by using the method of superposition. However, the method by the double series has its advantages, when the loads acting on the plate are discontinous. Besides our method can be easily extended for solving the reactive moments of clamped edges of plates on the elastic foundation and under the combined action of lateral load and uniform compression or tension.

本文提供以双重三角级数解作用于矩形板的固定边的弯矩,以代替通常所用的叠加法。这样,一方面可以不必去解板的弯曲面的偏微分方程;另一方面,当作用于板的荷重并不连续而应用叠加法成为很困难时(因计算一四边简支的板在不连续的荷重作用下的弯曲面实非易事),这双重三角级数的解法仍不失为一有效的途径。 对于在计算上更为困难的一类问题,例如在弹性基础上的矩形板,及垂直有重与作用于板的中间面的拉力或压力共同作用的板,我们仍可用双重三角级数以计算作用于固定边的弯矩。 并且,由于能计算级数的极限和的值,所以上述这方法在运算上很为简单。

By dividing a folded plate into many "isolated" single plates with equivalent edges, the theory of thin plate bent from sidesway can be used to obtain the flexibility matrix of the edges, the displacement and internal stress due to external loads and those carried over from adjacent plates, and the behaviour of thefolded plate under load can be found by superposition.Compared with various methods currently used, this one provides a comprehensive understanding of the behaviour of...

By dividing a folded plate into many "isolated" single plates with equivalent edges, the theory of thin plate bent from sidesway can be used to obtain the flexibility matrix of the edges, the displacement and internal stress due to external loads and those carried over from adjacent plates, and the behaviour of thefolded plate under load can be found by superposition.Compared with various methods currently used, this one provides a comprehensive understanding of the behaviour of folded plate under load.

把折迭权分成具有等效边的单块板来分析,也就是应用有侧移的薄板理论计算等效边的柔性系数矩阵,计算外载荷引起的以及由邻板传来的位移和内力素,迭加后可得问题的解.和一些实用分析法比较,本法能较全面和精确地了解折迭板的工作情况.

By means of modified iteration method, this paper gives approximate solution of the large deflection equations of circular corrugated plate with sine-shaped shallow waves having a central platform under uniform lateral load. A formula of initial modification coefficient is given, and an integral is obtained for the simplification of modified iteration calculations. The results of present paper shows better agreement with experimental data and larger applicable range than all other existing solutions of...

By means of modified iteration method, this paper gives approximate solution of the large deflection equations of circular corrugated plate with sine-shaped shallow waves having a central platform under uniform lateral load. A formula of initial modification coefficient is given, and an integral is obtained for the simplification of modified iteration calculations. The results of present paper shows better agreement with experimental data and larger applicable range than all other existing solutions of corrugated plates.

本文用修正迭代法求解了波纹圆板壳体大挠度方程,得到了具中心平台的浅正弦波纹圆板在均布载荷下的弹性特征;给出了初始近似修正系数β的计算公式,并得到了能够简化特征迭代计算的一个积分。本文的解答较现有的波纹板壳体方程分析解更为符合实验结果,精确度和适用范围有较大改进。

 
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