On the basis of classical lamination theory and large deflection hypotheses of plate, the equilibrium and compatibility equations of simply supported composite laminated plates were obtained.
基于经典的层合板理论及板的大挠度基本假设，得到四边简支层合板的非线性运动方程及变形协调方程；
The solutions of a large deflection problem of thin orthotropic circular plates with variable thickness under uniform pressure and under concentrated load are obtained in this paper.
本文给出了正交各向异性变厚度圆薄板在均布载荷与集中载荷作用下大挠度问题的解。
This phenomenon, paired with the heating of upper components can cause tube dings due to the deflection of the plates.
此现象将伴随上部组件发热而产生，并会因板材偏斜而导致管路弯折。
The solution of large deflection problem of thin orthotropic circular plates with variable thickness under uniform pressure under simply supported boundary condition is obtained in this paper.
本文给出了正交各向异性变厚度周边简支圆薄板在均布载荷下大挠度问题的解。
The influence curve which shows the effect of the load and the damping medium on movement time and residual deflection of central point for circular plates was traced in this paper.
文中还画出了荷载与阻尼介质对圆板运动时间和板中心点残余挠度的影响曲线。
The result is a measurable change in the capacitance between the two plates that is proportional to the Angle of deflection.
其结果是在两个板块之间的电容中产生了可测量的改变，这种改变与偏转角是成比例的。
According to theoretic analysis, computing the bending deflection of every roller is enabled to ignore the effect of the web and only allow to the rectangular section made up of flange plates.
理论分析认为求解各可调辊的压下挠度时，可以不考虑腹板的影响而按翼缘组成的“矩形”断面来进行。
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.
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。
To begin with, in this paper, the displacement governing equations and the boundary conditions of nousymmetrical large deflection problem of circular thin plates are derived.
本文首先导出圆薄板非轴对称大变形问题的位移基本方程及边界条件。
Finally, the referencing formulas to calculate the rigidity and deflection of beams strengthen by gluing steel plates are proposed, and the calculating results cohere to the experimental results well.
最后，对粘钢加固的刚度和挠度计算提出了参考公式，且与试验结果吻合较好。
Again USES the model, through transformation composite beam highly and various steel plates parameter comparative analysis beam and support capacity, stress, deflection change and so on.
再利用此模型，通过变换组合梁的高度和各钢板的厚度等参数比较分析梁的承载能力，应力，挠度的变化等。
Navier's solution of plates is an analytical expression on the deflection, which was derived from a boundary condition of simply supported rectangular plates at four sides.
板的纳维叶解是指矩形板在四边简支边界条件下导出的挠度解析表达式。
A new approach to the solution of large deflection bending problem of thin plates is presented by using boundary element method.
本文提出一个用边界元法求解薄板大挠度弯曲问题的新途径。
Based on the tiny deflection theory of the elastic thin plates, the differential equations of the cellular voided plates are given.
以弹性薄板小挠度理论为基础，推导出了蜂窝式空心板的微分方程。
This paper presents a new solution of the large deflection dynamic response of stiffened plates under lateral impact loading.
用半解析的方法分析了横向冲击载荷下加筋板的非线性瞬态响应。
Solving the thin plates on Winkler's foundation by the nonsingular boundary element method and the layerwise summation method, the deflection of the given point of the plate can be obtained.
本文以无奇点边界元法分析地基厚板，而用分层总和法计算地基沉降，并将两者联系起来，即利用边界元法解出的厚板下的地基反力作为分层总和法的外力，从而求出地基的沉降。
The computation results show the cantilever plates which fiber is perpendicular to the clamped boundary has the minimum deflection. The effect of anisotropy on the deflections of the plate isd...
分别选取强各向异性材料、弱各向异性材料进行计算分析，结果表明纤维方向垂直于悬臂板固定边的层合悬臂板刚度挠度最小。
In nonlinear analysis, FGM plates and shells behaviors, which include large deflection bending, large deflection vibration, post-bucking, are discussed using Galerkin variational method.
在线性分析中，用解析的方法分析了FGM板、圆柱壳与双曲率扁壳弯曲、振动与屈曲等力学行为。
The deflection is assumed to be functions of complex variables, and then the moments and shearing forces of the plates can be obtained.
首先假设挠度的复变函数式，进而可以求板的内力。
The deflection is assumed to be functions of complex variables, and then the moments and shearing forces of the plates can be obtained.
首先假设挠度的复变函数式，进而可以求板的内力。
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