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general analytic solution
相关语句
  一般解析解
     General Analytic Solution for Elastic Bending of Reissner Plates
     Reissner厚板弹性弯曲的一般解析解
短句来源
     Based on orignal Reissner equation,in this paper,The general analytic solution forms of Reissner thick plates were presented according to the govering equations of reference [2].
     本文基于原始的 Reissner 板模型,根据文献中的控制方程,给出了 Reissner 厚板弯曲问题的一般解析解答形式。
短句来源
     GENERAL ANALYTIC SOLUTION OF REISSNER THICK PLATES AND ITS APPLICATIONS
     Reissner厚板的一般解析解答及其应用
短句来源
     GENERAL ANALYTIC SOLUTION FOR A THICK PLATE ON BIPARAMETRIC FOUNDATION
     双参数地基上弹性厚板弯曲的一般解析解
短句来源
     General analytic solution for the static response of the plate structure with general ply lay - ups usingFirst - Order Shear Deformation Theory is presented at the first time by a novel complex series systematicmethodology [9] .
     应用新型复级数求解体系首次建立基于一阶剪切理论的任意敷设矩形层合板静力响应一般解析解
短句来源
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  “general analytic solution”译为未确定词的双语例句
     General Analytic Solution for Thermal Stress of CRCP Based on Actual Boundary Condition
     真实条件下CRCP温度应力通用解析解
短句来源
     General Analytic Solution of Dynamic Response of Beams with Nonhomogeneity and Variable Cross Section
     非均匀变厚度梁的动力响应的一般解
短句来源
     This paper approaches a subject for axial symmetry bending of circular orthogonal anisotropic plates by Reissne's theory, the internal force formula and general analytic solution of this kind of problem are given the formula which are expressed by av- erage displacement and angle.
     本文应用Reissner理论对圆柱型正交各向异性板的轴对称弯曲问题进行探讨,给出了用平均位移和转角表示的内力表达式,以及这种问题的一类解析解。
短句来源
     The general analytic solution for the potential flow in an elliptical area with a coaxial elliptical hole was found by combining similar flow substitution and flow area division.
     采用分区域解法 ,给出了中心有椭圆孔的椭圆形区域内位势流动问题的解析通解。
短句来源
     Based on the analysis of CRCP differential cell,a general analytic solution considering nonlinear bond-slip relation between steel bar and concrete and that between concrete and base is deducted.
     通过对CRCP微分单元的分析,推导了考虑钢筋与混凝土间及混凝土与地基间非线性粘结-滑移关系的温度应力通用解析解。
短句来源
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  相似匹配句对
     general;
     (2)总论;
短句来源
     In general,L.
     L.
短句来源
     The general analytic steps and methods are given.
     给出了天线罩分析的步骤和具体方法。
短句来源
     The Analytic Representative of General Cantor Functions
     广义Cantor函数的解析表示
短句来源
     GENERAL ANALYTIC SOLUTION OF REISSNER THICK PLATES AND ITS APPLICATIONS
     Reissner厚板的一般解析解答及其应用
短句来源
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  general analytic solution
It is shown that forN=2 the general analytic solution of these equations is determined by the Baker-Akhiezer function of an algebraic curve of genus 2.
      
For an idealized geometry representing a discontinuity between two semi-infinite tight junction regions, a general analytic solution is found by means of conformal mappings.
      
Initially, by solving the three-demensional elastodynamic equations a general analytic solution was derived for wave motion within the beam.
      
General analytic solution for elastic bending of reissner plates
      
Then, the general analytic solution of the whole beam in terms of initial parameters can be obtained by satisfying the physical and geometric continuity conditions at the adjacent elements.
      
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Based on orignal Reissner equation,in this paper,The general analytic solution forms of Reissner thick plates were presented according to the govering equations of reference [2].Based on it,bending problem of rectangular Reissner thick plates with four fixed sides under uniform load were also discussed,and designed a corresponding FORTRAN Program for VAX-8200. The analytic method given in this paper has the advantage of the superposition method in both mechanics concept and mathematics calculation.The...

Based on orignal Reissner equation,in this paper,The general analytic solution forms of Reissner thick plates were presented according to the govering equations of reference [2].Based on it,bending problem of rectangular Reissner thick plates with four fixed sides under uniform load were also discussed,and designed a corresponding FORTRAN Program for VAX-8200. The analytic method given in this paper has the advantage of the superposition method in both mechanics concept and mathematics calculation.The results computed in this paper shows that its results is more correct,and its method is effective in practice.

本文基于原始的 Reissner 板模型,根据文献中的控制方程,给出了 Reissner 厚板弯曲问题的一般解析解答形式。在此基础上,详细地讨论了均布荷载下四边固支矩形 Reissner 厚板的弯曲问题,并在 VAX-8200机上编制了相应的 FORTRAN 程序。本文提出的厚板解析方法,无论从力学意义上,还是数学运算上,都比习惯的迭加法简明的多。算例表明:结果可靠、方法可行。

In this paper, a new method, the step-reduction method, is proposed to investigate the dynamic response of the Bernoulli-Euler beams with arbitrary nonho-mogeneity and arbitrary variable cross section under arbitrary loads. Both free vibration and forced vibration of such beams are studied. The new method requires to discretize the space domain into a number of elements. Each element can be treated as a homogeneous one with uniform thickness. Therefore, the general analytical solution of homogeneous beams with...

In this paper, a new method, the step-reduction method, is proposed to investigate the dynamic response of the Bernoulli-Euler beams with arbitrary nonho-mogeneity and arbitrary variable cross section under arbitrary loads. Both free vibration and forced vibration of such beams are studied. The new method requires to discretize the space domain into a number of elements. Each element can be treated as a homogeneous one with uniform thickness. Therefore, the general analytical solution of homogeneous beams with uniform cross section can be used in each element. Then, the general analytic solution of the whole beam in terms of initial parameters can be obtained by satisfying the physical and geometric continuity conditions at the adjacent elements. In the case of free vibration, the frequency equation in analytic form can be obtained, and in the case of forced vibration, a final solution in analytical form can also be obtained which is involved in solving s. set of simultaneous algebraic equations with only two unknowns which are independent of the numbers of elements divided. The present analysis can also be extended to the study of the vibration of such beams with viscous and hysteretic damping and other kinds of beams and other structural elements with arbitrary nonhomogeneity and arbitrary variable thickness.

在本文中提出一个新方法——阶梯折算法来研究在任意载荷下任意非均匀和任意变厚度伯努利-欧拉梁的动力响应问题.研究了自由振动和强迫振动.新方法需要将区间离散为一定数目的元素,每个元素可看作是均匀和等厚度的.因此均匀、等厚度梁的一般解可在每个元素上应用.然后用初参数表示的整个梁的一般解使之满足相邻二元素间的物理和几何连续条件,这样就可以得到解析形式的自由振动的频率方程和解析形式的强迫振动的最终解,它化为求解二元线性代数方程,与离散元素的数目无关.现在的方法可推广应用至任意非均匀及任意变厚度有粘滞性和其他种类的梁以及其他结构元件问题上去.

This paper presents an analytic method to solve the deformation problem of plastic anisotropic strain hardening materials under axisymmctric plane state of stresses and gives also the general analytic solution. The analytic method is not complicated and the application is convenient.

对塑性异性和应变硬化材料在轴对称平面应力状态下变形的这类问题,本文建立了一种用解析解求解的方法并给出了一般性的解析解答。分析简明扼要;解答应用方便。

 
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