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完全解
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  complete solution
    THE COMPLETE SOLUTION OF THE LIMIT STATE OF A CIRCULAR PLATE SUBJECTED TO A RADIAL TENSILE LOAD AND A NORMAL LOAD
    在径向拉力和横向载荷作用下圆板极限状态的完全解
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    A Complete Solution of Ringed Conical Shell Filled with Liquid
    带边环贮液锥壳的完全解
短句来源
    Using the theory of dual integral equations, the closed form solution for the apparent mass is derived and the complete solution of simply-supported plate under medium load is obtained.
    本文运用积分方程理论,求得了流体阻力所等效的附加质量的封闭解,从而给出了在“中载”下简支圆板塑性动力响应的完全解
短句来源
    The dissipative potential function is introduced by the use of operator theorem of decomposition, and with the condition of generalized Onsager reciprocal principle, the generalized entropy inequality is transformed into an integrable differential inequality of a certain functional so as to obtain its complete solution.
    应用算子分解定理引入耗散势函数,再依据广义Onsager互易原理,我们将广义熵不等式化为某一泛函的可积微分不等式,从而得到它的完全解
短句来源
    On the basic of this solution, a complete solution for anti-plane elasticity dynamic problems with an arbitrary index of self-similarity in the orthotropic body is given.
    根据这个解,对正交异性体具有任意自相似指数的反平面弹性动力学问题给出了完全解
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  complete solutions
    COMPLETE SOLUTIONS FOR DYNAMIC RESPONSE OF RIGID PLASTIC STEPPED CANTILEVER BEAMS SUBJECTED TO RECTANGULAR PULSE-LOADING
    阶梯形悬臂梁在脉冲载荷作用下塑性动力响应的完全解
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  “完全解”译为未确定词的双语例句
    The paper analyses the dynamic response of a rigid-plastic cracked cantilever subjected to impact.
    本文分析了含裂纹的悬臂梁在冲击载荷作用下的刚塑性动力响应,给出了整个响应过程封闭形式的完全解
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    Dynamic Behavior of a Rigid and Perfectly Plastic Free-free Beam Subjected to Step-loading at Both Free Ends
    自由梁两端受阶跃载荷时的塑性动力响应完全解
短句来源
    The feasible scopes of self-similar functions are enriched and expanded further in the dissertation.
    本文利用自相似函数法,对平面正交各向异性体的弹性动力学多类问题给出了具有任意自相似指数问题的完全解
短句来源
    We have applied our variational principle to the simply supported beam loaded by rectangular pulse and found that the results are much closer to the exact solution than those from the upper bound theorem[4] and lower bound theorem[5] in the rigid-plastic dynamics.
    通过简支梁受均布矩形冲击载荷作用来作为实例应用,说明本法与已有的刚塑性动力学的上限~[4]与下限~[5]定理相比,更接近于完全解的结果.
短句来源
    The exact solutions have been found for all configurations with different parameters of shell length, shell thickness, radius and plate thickness.
    对于所有给定壳长、壳厚、半径及封头厚的组合结构,均找到了完全解.
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  complete solution
For interval matrices, a complete solution was given to the problem of robust superstability.
      
For the symmetrical optimality index, the complete solution to the problem of spacecraft reorientation is represented in a closed form.
      
Some particular cases of this problem were considered in [1-4], and its most complete solution was given in [4].
      
With the investigation of the initial stage, the complete solution of the system of Navier-Stokes equations is required.
      
By way of example a complete solution for flow over a wedge is constructed.
      
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  complete solutions
Radial-type complete solutions for a class of partial differential equations
      
Complete solutions of plasticity theory in the task of pressing a flat rigid punch into a surface plastic layer adhered to a har
      
An algorithm is suggested for the construction of the optimal paths in the vicinity of a singular surface, its efficiency is demonstrated by complete solutions of both games on a two-dimensional cone.
      
Investigations performed and complete solutions derived from the cross-sectional area minimization under rigidity and strength constraints show the changes of the optimal shapes as functions of the problem parameter.
      
For many of these games, this has resulted in complete solutions.
      
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A method which enables us to calculate the directions of principal stresses directly from the functions is shown. A procedure which enables us to calculate the solution of plane elasticity problem based only on photoelaslic isochromatic pattern is established. The procedure is explained in the following diagram:The methods used to find the results in steps I, II, ②, ④ to ⑤ are well known. In this paper it is shown how step ③ is carried out by numerically solving partial differential equations (8), (9):

假设弹性力学平面问题中的主应力差函数q(x,y)已由应力光图试验确定。以此为基本数据,根据给定的载荷及边界条件,利用数值解法道接求出主应力之和及主应力方向,再求出σ_1,σ_2,θ,这是Fppl方法的一种改进。由于这方法是以准确度高的实验数据q(x,y)为出发点来求问题的完全解,所以数值计算的误差可以减小。

This paper presents an approximate method to obtain the maximum residual deformation for impulsively loaded rigid-plastic structures. It is proved that the vanishing of the first variation of the functional J is equivalent to all the equations which should be satisfied in the dynamics of rigid-plastic continua. Under special conditions this generalized variational principle coincides with the previous two extremum principles[2,3]. We have applied our variational principle to the simply supported beam loaded...

This paper presents an approximate method to obtain the maximum residual deformation for impulsively loaded rigid-plastic structures. It is proved that the vanishing of the first variation of the functional J is equivalent to all the equations which should be satisfied in the dynamics of rigid-plastic continua. Under special conditions this generalized variational principle coincides with the previous two extremum principles[2,3]. We have applied our variational principle to the simply supported beam loaded by rectangular pulse and found that the results are much closer to the exact solution than those from the upper bound theorem[4] and lower bound theorem[5] in the rigid-plastic dynamics.

本文给出一个利用一般变分原理来求刚塑性结构在冲击载荷作用下最大残余变形的近似方法.证明了泛函J的一次变分为零相当于满足刚塑性体动力学的全部方程.在特殊情况下,新的一般变分原理将与已有的两个极值原理~[2,3]相重合.通过简支梁受均布矩形冲击载荷作用来作为实例应用,说明本法与已有的刚塑性动力学的上限~[4]与下限~[5]定理相比,更接近于完全解的结果.

The present paper is ooncerned with dynamic plastic response of circular plates rest-ing on fluid. It is assumed that the fluid is incompressibie and inviscous, the flow is irrorational and the plate is made of rigid ideallyplastic material. The plate is subjected to a uniformly distributed rectangular load pulse and Simply-supported along its edge. It is demonstrated that the influence of fluid resistance can not be neglected and the effect of moment of inertia of plate may be cancelled. Using the theory of...

The present paper is ooncerned with dynamic plastic response of circular plates rest-ing on fluid. It is assumed that the fluid is incompressibie and inviscous, the flow is irrorational and the plate is made of rigid ideallyplastic material. The plate is subjected to a uniformly distributed rectangular load pulse and Simply-supported along its edge. It is demonstrated that the influence of fluid resistance can not be neglected and the effect of moment of inertia of plate may be cancelled. Using the theory of dual integral equations, the closed form solution for the apparent mass is derived and the complete solution of simply-supported plate under medium load is obtained.

本文研究了置于流体表面上圆板的塑性动力响应问题。假设流体为无旋不可压理想流体,圆板由刚塑性材料制成。圆板受均匀分布的矩形脉冲载荷作用。证明了流体阻力的影响是不可忽略的,而圆板转动惯量的影响是较小的。本文运用积分方程理论,求得了流体阻力所等效的附加质量的封闭解,从而给出了在“中载”下简支圆板塑性动力响应的完全解

 
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