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clamped plate
相关语句
  固支板
     As examples the deflection of a clamped plate, torsional rigidity of a square bar and the deflection and stress of a flexible circular plate with largedeflection are solved by the method suggested.
     文中应用所提出的方法计算了方形固支板的位移,方形杆的扭转刚度及柔性圆板的大挠度位移和应力。
短句来源
     The computer simulating results indicate that the characteristic parameters of the plates are reasonable approximations to the vibration modes. The applications of the clamped plate into active acoustic structure are also studied.
     通过改变模型参数和激励力作用方式等方法,对其在有源控制中的应用进行了仿真分析,验证了板的特性参数对板的振动模态的影响,并对基于固支板的有源声学结构进行了初步的研究。
短句来源
  “clamped plate”译为未确定词的双语例句
     Solution of the Lateral Bending Problem of Clamped Plate and Its Application
     固支边界的矩形板在横向载荷作用下弯曲问题的解及其应用
短句来源
     LARGE DEFLECTION OF A CIRCULAR CLAMPED PLATE UNDER UNIFORM PRESSURE
     圆板在匀布重压下所生之挠曲
短句来源
     LARGE DEFLECTION OF A CIRCULAR CLAMPED PLATE UNDER A LINEARLY VARYING LOAD
     均变载荷下固定边圆薄板大挠度问题
短句来源
     SOLUTION METHOD OF THE LATERAL BENDING PROBLEM OF CLAMPED PLATE AND ITS APPLICATION
     固支边界的矩形板在横向载荷作用下弯曲问题的解及其应用
短句来源
     In this paper the maximum norm error estimate with order 0 (h~2|1nh|~(1/2)) for the finite element approximation of the clamped plate problem using the Adini's rectangle element is obtained. The proof is based on the method for regularized Green's func- tion and the asymptotic expansion for the nonconforming parts in the error expans- ion for the nonconforming parts in the error expressions.
     本文讨论Adini非协调板元的最大模估计,利用正则Green函数与非协调误差项的直接展开,我们得到了误差阶0(h~2|1nh|~(1/2))。
短句来源
更多       
  相似匹配句对
     THE CONVERGENT SOLUTION OF CLAMPED RECTANGULAR PLATE
     四边固支矩形板的收敛解法
短句来源
     Thermoelastic Free Vibration of Clamped Circular Plate
     周边固支圆板非线性热弹耦合振动分析
短句来源
     Gold plate
     “镏”金岁月
短句来源
     plate structure ?
     第二部分:绘画中“板块结构”原理的探究
短句来源
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  clamped plate
On the isoperimetric inequality for the buckling of a clamped plate
      
in the clamped plate equation are in general rather subtle.
      
The role of positive boundary data in generalized clamped plate equations
      
The method is illustrated by application to the case of a clamped plate struck at the center by a projectile of negligible radius.
      
Three-dimensional analysis of an all-round clamped plate made of functionally graded materials
      
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In this paper the maximum norm error estimate with order 0 (h~2|1nh|~(1/2)) for the finite element approximation of the clamped plate problem using the Adini's rectangle element is obtained. The proof is based on the method for regularized Green's func- tion and the asymptotic expansion for the nonconforming parts in the error expans- ion for the nonconforming parts in the error expressions.

本文讨论Adini非协调板元的最大模估计,利用正则Green函数与非协调误差项的直接展开,我们得到了误差阶0(h~2|1nh|~(1/2))。

This paper gives a method for calculating critical loads of simply supported and clamped orthotropic triangular plates. For the clamped plates, generalized variational principle and the technique of relaxing boundary conditions to find the low limit of eigenvalues are used to avoid the difficulty of finding the deflection function which exactly satisfies the clamped boundary conditions. To examine the validity of this method, an experimental investigation is carried out and forteen graphite/epoxy...

This paper gives a method for calculating critical loads of simply supported and clamped orthotropic triangular plates. For the clamped plates, generalized variational principle and the technique of relaxing boundary conditions to find the low limit of eigenvalues are used to avoid the difficulty of finding the deflection function which exactly satisfies the clamped boundary conditions. To examine the validity of this method, an experimental investigation is carried out and forteen graphite/epoxy laminated plates with five different ply orentations are tested. To apply loads easily, testing specimens are made into rectangular shape and clamped boundary conditions of triangular plates are achieved by triangular frams. Experimental critical loads are determined by Southwell Plot Method. The experimental results agree with the theoretical predictions.

给出了正交异性三角形简支板和固支板临界载荷的计算方法。对5种不同铺层的14块碳/环氧层板进行了稳定性实验研究。理论预测与实验结果基本一致。

In this paper, an approximate solution is presented for nonlinear bending of elastic orthotropic thin circular clamped plates subjected to uniformly distributed load by perturbation technique. The perturbation parameter related to central deflection of the plate is selected. Results are obtained for several types of fiberreinforced composite circular plates, The effect of material properties on the large deflection behaviour is discussed and illustrated graphically. The solution of special...

In this paper, an approximate solution is presented for nonlinear bending of elastic orthotropic thin circular clamped plates subjected to uniformly distributed load by perturbation technique. The perturbation parameter related to central deflection of the plate is selected. Results are obtained for several types of fiberreinforced composite circular plates, The effect of material properties on the large deflection behaviour is discussed and illustrated graphically. The solution of special case in the paper is in agreement with the published ones.

本文取板中点挠度为摄动参数,采用Von—Kármán型大挠度方程组,分析了均布载荷作用下边缘可移夹支正交各向异性圆薄扳的非线性弯曲问题。本文特例与各向同性圆薄板结果很吻合。文中还讨论了有关参数对板挠度和内力的影响,所得结果可供工程应用参考。

 
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