各向异性纤维材料弹性和强度的各向异性问题

V. Glukhikh
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引用次数: 0

摘要

引言:本文介绍了圆柱各向异性纤维材料各向异性研究的新成果,包括各种纤维增强的纤维缠绕复合材料。方法:对于正交各向异性体,我们提出了一个四阶二元极坐标偏微分方程的数学解。为了求解这个方程,我们将其转换为笛卡尔坐标,并将应力函数表示为多项式的和。结果和讨论:作为解的结果,我们获得了各向异性主方向上的弹性常数(所谓的弹性参数)之间的两个关系。其中一个结果是首次获得的,另一个结果来自S.G.Lekhnitsky提出的正交各向异性弯曲体各向异性问题的解。所得到的解与Lekhnitsky的解并不矛盾。因此,在我们看来,正交各向异性材料可以分为两组。在一组中,当从径向向切向移动时,当层的角度为0、60和90°时,弹性常数呈现极值。在另一组中,当层处于0°和90°的角度时,不存在中间极值,弹性常数呈现极值。所得结果可用于开发新型高强度复合材料和建筑结构设计与制造的新技术,也可用于合成复合材料的高强度结构设计。
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PROBLEM OF THE ANISOTROPY OF ELASTICITY AND STRENGTH IN ANISOTROPIC FIBER MATERIALS
Introduction: The paper presents new results of studies on the anisotropy of fiber materials with cylindrical anisotropy, which include filament-wound composite materials reinforced with various fibers. Methods: We suggest a mathematical solution to a fourth-order partial differential equation in polar coordinates with two variables for an orthotropic anisotropic body. To solve this equation, we converted it into Cartesian coordinates and presented the stress function as a sum of polynomials. Results and Discussion: As a result of the solution, we obtained two relationships between the elastic constants in the principal directions of anisotropy (so-called elasticity parameters). One of them was obtained for the first time, and the other results from the solution of the anisotropy problem for an orthotropic curved body, suggested by S. G. Lekhnitsky. The obtained solution does not contradict Lekhnitsky’s solution. Thus, in our opinion, orthotropic materials can be divided into two groups. In one group, when shifting from the radial to the tangential direction, the elastic constants take on extreme values when the layers are at angles of 0, 60, and 90°. In the other group, there is no intermediate extreme value and the elastic constants take on extreme values when the layers are at angles of 0 and 90°. The obtained results can be applied in the development of new high-strength composite materials and new technologies for the design and manufacture of building structures, as well as in the design of high-strength structures from synthetic composite materials.
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来源期刊
Architecture and Engineering
Architecture and Engineering Engineering-Architecture
CiteScore
1.80
自引率
0.00%
发文量
26
审稿时长
7 weeks
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