Determination of the elastic fields induced by body forces in transtropic bodies of revolution

D. A. Ivanychev
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Abstract

The paper presents a method for determining the stress-strain state of transversely isotropic bodies of revolution under the action of non-axisymmetric stationary body forces. This problem solution involves the use of boundary state method definitions. The basis of the space of internal states is formed using the fundamental polynomials. The polynomial is placed in any position of a displacement vector of the plane auxiliary state; the spatial state is determined by transition formulas. A set of such states forms a finite-dimensional basis, in which after orthogonalization, the desired state is expanded into Fourier series with the same coefficients. The series coefficients are scalar products of the vectors of given and basic body forces. Finally, the determination of the elastic state is reduced to solving quadratures. The solutions to problems of elasticity theory for a transversely isotropic circular cylinder are analyzed in terms of the action of body forces given by various cyclic laws (sine and cosine). Recommendations are given for constructing the basis of internal states depending on the type of the function of the given body forces. The analysis of the series convergence and the estimation of the solution accuracy are given in a graphical form.
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跨热带公转物体中由物体力引起的弹性场的测定
本文提出了在非轴对称定形体力作用下,测定横向各向同性公转体应力-应变状态的方法。这个问题的解决涉及到边界状态方法定义的使用。内部状态空间的基由基本多项式构成。将多项式置于平面辅助状态的位移向量的任意位置;空间状态由过渡公式决定。一组这样的状态形成一个有限维的基,在这个基中,经过正交,期望的状态被展开成具有相同系数的傅立叶级数。级数系数是给定的和基本的物体力的矢量的标量积。最后,将弹性状态的确定简化为求正交。根据各种循环律(正弦和余弦)给出的物体力的作用,分析了横向各向同性圆柱弹性理论问题的解。根据给定体力的函数类型,给出了构造内部状态基础的建议。用图形的形式给出了级数收敛性的分析和解精度的估计。
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CiteScore
0.90
自引率
66.70%
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0
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