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分布载荷
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  distributed load
    The solution for Stress In the Beam of Rectanglar Section Subjected to Polynomial Distributed load
    矩形截面梁受多项式分布载荷的应力解
短句来源
    The Displacement of Distributed Load by Finite Element Equivalent Node Forces
    分布载荷的有限元等效节点力的移置
短句来源
    This paper analyses the method to obtain Westergaard stress function of any distributed load by integrating the Westergaard stress function of concentration load in "The stress Analysis of Cracks Handbook" by Tada and others and shows that the function integrated must be discreetly analysed.
    本文分析了Tada等人合编的“裂纹应力分析手册”中,通过积分集中载荷的Westsrgaard应力函数得到分布载荷的Westergaard应力函数的方法,指出对被积函数必须作谨慎分析。
短句来源
    In general, the stress function of any distributed load can not obtained by integration.
    一般不能由积分得到分布载荷的应力函数。
短句来源
    This method proved available to find the stress intensity factors of the distributed load by integrating the intensity factors of concentration load.
    通过积分集中载荷的应力强度因子求分布载荷的应力强度因子的方法是可行的。
短句来源
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  distributed loads
    General Solution on a Problem of Bending of Two OppositeEdges Simply Supported Rectangular Plateswith Singly Directional Non-hom ?geneity and Variable Thickness under Arbitrarily Distributed Loads Broken Line Reduction Method
    任意分布载荷下两对边简支单向非均匀变厚度矩形板的弯曲问题的一般解—折线折算法
短句来源
    Bending Problem of Rectangular Plates of UnidirectionalNonhomogeneity and Variable Thickness with TwoOpposite Edges Simply Supported underArbitrary Distributed Loads
    任意分布载荷下两对边简支单向非均匀变厚度矩形板的弯曲问题
短句来源
    Large Deflection Problem of Circular Thin Plates Subjected to Nonsymmetrical Distributed Loads
    圆薄板在非对称分布载荷作用下的大挠度问题
短句来源
    By using the fundamental solution and the principle of superposition, very simple expressions of the general solutions for the case of arbitrary concentrated loads or distributed loads acting around an elliptical hole in an anisotropic plane were obtained.
    通过基本解的迭加,首次得到了在椭圆孔周围作用任意集中载荷或分布载荷时表达简洁的通解.
短句来源
  “分布载荷”译为未确定词的双语例句
    EFFECTS OF LOADING SEQUENCE AND ARRANGING SEQUENCE FOR TWO DIMENSIONAL LOADING DISTRIBUTION
    二维分布载荷顺序效应与排列顺序效应
短句来源
    Bending of Thin Elastic Plates of Continuously Variable Thickness under Arbitrary Loads
    在任意分布载荷下连续变厚度园薄板的弯曲问题
短句来源
    A SIMPLIFIED METHOD FOR CALCULATING DOUBLE CURVATURE SHALLOW SHELLS UNDER THE ACTION OF CIRCULAR LINE LOADS AND CIRCULAR DISTRIBUTION LOADS
    双曲扁壳在环行线载荷和园形分布载荷作用下的简化计算
短句来源
    STRESS INTENSITY FACTORS FOR AN ELLIPTICAL CRACK UNDER ARBITRARY NORMAL LOADINGS
    任意法向分布载荷作用下的椭圆盘状裂纹问题的应力强度因子
短句来源
    Basing several suggestions appeared in [ 1 ], we find out the general solution of the bending of a spherical thin shallow shell with a circular hole at the center.
    本文在文献[1]的某些启示下,求出了任意分布载荷下中心开孔圆底扁薄球壳弯曲问题的一般解.
短句来源
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  distributed load
Aspects of a method of investigating the distributed load on oscillating wings
      
Approximate "localization relations," which take into account the dependence of the distributed load on a concave permeable screen on its degree of permeability and the free-stream parameters, are formulated.
      
Analytical solution for functionally graded anisotropic cantilever beam under thermal and uniformly distributed load
      
The bending problem of a functionally graded anisotropic cantilever beam subjected to thermal and uniformly distributed load is investigated, with material parameters being arbitrary functions of the thickness coordinate.
      
Stresses in a wedge as a result of symmetrically and antisymmetrically distributed load and temperature
      
更多          
  distributed loads
By using the integral transform method, Green's functions of horizontal and vertical uniformly distributed loads in a poroelastic layered soil site were given.
      
Green's functions for uniformly distributed loads acting on an inclined line in a poroelastic layered site
      
Based on one type of practical Biot's equation and the dynamic-stiffness matrices of a poroelastic soil layer and half-space, Green's functions were derived for uniformly distributed loads acting on an inclined line in a poroelastic layered site.
      
In the problems of large deflection of clamped circular plates under uniformly distributed loads, various perturbation parameters relating to load, deflection, slope of deflection, membrane force, etc, are studied.
      
The symmetrical deformation of circular membrane under the action of uniformly distributed loads in its central portion
      
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This paper analyses the method to obtain Westergaard stress function of any distributed load by integrating the Westergaard stress function of concentration load in "The stress Analysis of Cracks Handbook" by Tada and others and shows that the function integrated must be discreetly analysed. In general, the stress function of any distributed load can not obtained by integration. In addition, the paper shows several incorrect stress functions in "Handbook" .This method proved available to find the stress intensity...

This paper analyses the method to obtain Westergaard stress function of any distributed load by integrating the Westergaard stress function of concentration load in "The stress Analysis of Cracks Handbook" by Tada and others and shows that the function integrated must be discreetly analysed. In general, the stress function of any distributed load can not obtained by integration. In addition, the paper shows several incorrect stress functions in "Handbook" .This method proved available to find the stress intensity factors of the distributed load by integrating the intensity factors of concentration load. This paper presenis the stress intensity factors of two loads obtained by this method additionally.

本文分析了Tada等人合编的“裂纹应力分析手册”中,通过积分集中载荷的Westsrgaard应力函数得到分布载荷的Westergaard应力函数的方法,指出对被积函数必须作谨慎分析。一般不能由积分得到分布载荷的应力函数。并列出了手册中有错误的几种应力函数。 通过积分集中载荷的应力强度因子求分布载荷的应力强度因子的方法是可行的。本文利用这个方法,得出了两种载荷的应力强度因子。

Basing several suggestions appeared in [ 1 ], we find out the general solution of the bending of a spherical thin shallow shell with a circular hole at the center. As we know, very few papers had touched upon these problems.

本文在文献[1]的某些启示下,求出了任意分布载荷下中心开孔圆底扁薄球壳弯曲问题的一般解.就作者所知,目前各国已发表有关这类问题的文献为数并不多.

The classical Kirchhoff-Love theory of thin plates when applied to plates of variable thickness results in a fourthorder partial differential equation with variable coefficients which is difficult to solve. So far, only three cases are known with numerical certainty, namely, the symmetrical bending of circular plates, the unsymmetrical bending of a circular plate with quadratically varying stiffness, and a rectangular plate with linear stiffness in one direction and simply supported on two opposite edges. These...

The classical Kirchhoff-Love theory of thin plates when applied to plates of variable thickness results in a fourthorder partial differential equation with variable coefficients which is difficult to solve. So far, only three cases are known with numerical certainty, namely, the symmetrical bending of circular plates, the unsymmetrical bending of a circular plate with quadratically varying stiffness, and a rectangular plate with linear stiffness in one direction and simply supported on two opposite edges. These solutions are analytic, generally, involving special functions such as the exponential .integrals and he confluent, hypergeometric functions. The only difficulties involved are apparently in the nature of disagreeable computation.In this paper, the problem of clamped edge circular plates under arbitrary loads with thickness represented by the expression is considered by means of the small parameter method, suggested,in reference [11],where ho and βare constants and a radious ef the plates, Two examples are carried out.

在本文中,我们用小参数法求解了边缘夹紧,在任意分布载荷下厚度为表微的园薄板的弯曲问题。在h表述式中h_o和β为任意参量,r为矢径,α为园板半径。这种方法数值计算的步骤简单,因此便有可能推广。

 
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