Concentrated Force Action on 1/8 Homogeneous Isotropic Space

IF 0.3 Q4 ENGINEERING, MULTIDISCIPLINARY
S. V. Bosakov, P. D. Skachok
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引用次数: 2

Abstract

Using the example of vertical displacements, it is shown that by combining a solution to the problem of determining vertical displacements from the action of four identical concentrated forces symmetrically applied to an elastic half-space and two identical concentrated forces symmetrically applied to an elastic quarter-space, one can obtain a solution about the action of one force on 1/8 of the elastic space with free edges. To find vertical displacements in an elastic half-space, the  Boussinesq  solution  is  used,  and  vertical  displacements in an  elastic  quarter-space – an integral equation obtained by Ya. S. Uflyand to determine vertical displacements in the face of a homogeneous elastic isotropic quarter-space, for which a deformation modulus and Poisson’s ratio are constant. However, an integral equation of Ya. S. Uflyand is very inconvenient for practical use, therefore, in the paper, an approximate expression written in terms of elementary functions is proposed to find vertical displacements in the face of an elastic quarter-space from the action of a concentrated force. To obtain the latter, a special approximation method is used. The desired solution is also expressed in terms of elementary functions. In this case, an accurate calculation is obtained for an incompressible material with Poisson’s ratio 1/8 of the space n = 0.5. Since the solution is obtained in the case of a concentrated force acting on 1/8 of the elastic space, it is easy to find an expression for determining the vertical displacements of the edge of 1/8 of the elastic space from the action of any distributed load by integrating over the area of action of this load from the influence function, which is taken as required decision. Recommendations for improving the accuracy of calculations are offered. The described approach can also be used to determine the stress-strain of 1/8 of the space with both hingedly supported and free edges.
1/8均匀各向同性空间上的集中力作用
以垂直位移为例,结合四个相同的集中力对称作用于弹性半空间和两个相同的集中力对称作用于弹性四分之一空间确定垂直位移问题的解,可以得到一个力在1/8有自由边的弹性空间上作用的解。为了找到弹性半空间中的垂直位移,使用了Boussinesq解,以及弹性四分之一空间中的垂直位移-由Ya获得的积分方程。S. Uflyand在变形模量和泊松比恒定的均匀弹性各向同性四分之一空间中确定垂直位移。然而,一个Ya的积分方程。S. Uflyand在实际应用中非常不方便,因此,本文提出了一种用初等函数表示的近似表达式来求集中力作用下在弹性四分之一空间面上的垂直位移。为了得到后者,采用了一种特殊的近似方法。期望的解也用初等函数表示。在这种情况下,对于泊松比为1/8的不可压缩材料,在空间n = 0.5时,得到了精确的计算结果。由于解是在集中力作用于1/8弹性空间的情况下得到的,因此,通过对影响函数在该载荷作用面积上的积分,可以很容易地找到一个表达式,用于确定任何分布载荷作用下1/8弹性空间边缘的垂直位移,并作为所需的决策。提出了提高计算精度的建议。所描述的方法也可用于确定具有铰链支承和自由边的1/8空间的应力应变。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Science & Technique
Science & Technique ENGINEERING, MULTIDISCIPLINARY-
自引率
50.00%
发文量
47
审稿时长
8 weeks
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