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Uchenye Zapiski Kazanskogo Universiteta-Seriya Fiziko-Matematicheskie Nauki最新文献

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Dependence of Cavitation Bubble Impact onto a Body on Liquid Pressure 空化气泡对物体的冲击与液体压力的关系
IF 0.3 Q4 MATHEMATICS, APPLIED Pub Date : 2019-01-01 DOI: 10.26907/2541-7746.2019.2.165-180
A. Aganin, T. Guseva, L. A. Kosolapova, N. A. Khimatullina
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引用次数: 0
Investigation of Buckling Modes of Sandwich Specimens with Facing Layers from [0°]s Fiber-Reinforced Plastic under Axial Compression [0°]s纤维增强塑料夹层试件轴压屈曲模态研究
IF 0.3 Q4 MATHEMATICS, APPLIED Pub Date : 2019-01-01 DOI: 10.26907/2541-7746.2019.4.569-590
V. Paimushin, S. Kholmogorov, N. Polyakova, M. A. Shishov
Analytical solutions to the linearized problems on possible macroscale buckling modes of sandwich specimens made from fiber-reinforced plastics with lay-up sequence [0 ◦ ] s ( s is the number of laminas) under axial compression were analyzed. Materials characterized by a physically nonlinear dependence only between the transverse shear stresses and the corre-sponding shear strains were considered. Linearized equations of equilibrium in a perturbed state obtained on the basis of the previously constructed geometrically nonlinear equations of the theory of sandwich shells with a transversely flexible core were used. The linearized equations are based on the use of S.P. Timoshenko’s refined model for the facing layers, which takes into account the transverse compression, as well as on the use of three-dimensional equations of the theory of elasticity, which are simplified by the model of the transversely flexible layer, for the core. The latter allow integration over the thickness with the introduction of two un-known functions (transverse tangential stresses). In the linearized equations used, the physical nonlinearity of the material of the facing layers was taken into account in accordance with the Shanley concept based on the introduction of the tangential transverse shear modulus. In the equations used, there are degenerate terms that correspond to the implementation of purely transverse-shear buckling modes during compression of the specimen in the axial direction (along the fibers). The implementation of these buckling modes is possible for specimens with a considerable relative thickness of the layers package. Based on the analysis of the results obtained, it was shown that failure for these specimens is most likely due to the buckling in such a macroscale flexural-shear mode, which is predominantly transverse-shear and is real-ized when the compressive stress averaged over the thickness of the facing layers is equal to the shear modulus of the transverse shear of the composite in the vicinity of the end section of the working length of the specimen in its unperturbed state.
分析了轴压作用下层序为[0◦]s (s为层数)的纤维增强塑料夹层试件宏观屈曲模式线性化问题的解析解。考虑了仅在横向剪应力和相应的剪切应变之间具有物理非线性依赖关系的材料。利用先前构造的具有横向柔性芯的夹层壳理论的几何非线性方程,得到了扰动状态下的线性化平衡方程。线性化的方程是基于使用S.P. Timoshenko的考虑横向压缩的面向层的改进模型,以及使用弹性理论的三维方程,该方程被横向柔性层模型简化,用于核心。后者允许在厚度上引入两个未知函数(横向切向应力)的积分。在线性化方程中,根据引入切向横向剪切模量的Shanley概念,考虑了面层材料的物理非线性。在所使用的方程中,有退化项对应于在试件轴向(沿纤维)压缩期间纯横向剪切屈曲模式的实现。这些屈曲模式的实现是可能的试件具有相当的相对厚度的层包。基于分析结果,结果表明,这些标本是最有可能失败,因为在这样一个宏观flexural-shear屈曲模式,这主要是横向剪和平均压应力时real-ized面临层的厚度等于横向剪切的剪切模量的复合附近的工作长度的端截面试样的平静的状态。
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引用次数: 0
On the 75th Birth Anniversary of Marat Mirzaevich Arslanov 纪念马拉特·米尔扎耶维奇·阿尔斯拉诺夫诞辰75周年
IF 0.3 Q4 MATHEMATICS, APPLIED Pub Date : 2019-01-01 DOI: 10.26907/2541-7746.2019.1.152-160
I. Kalimullin, V. Selivanov
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引用次数: 0
The Numerical Solution of the Nonlinear Boundary Value Problem with Singularity for the System of Delay Integrodifferential-Algebraic Equations 时滞积分-微分-代数方程组非线性奇异边值问题的数值解
IF 0.3 Q4 MATHEMATICS, APPLIED Pub Date : 2019-01-01 DOI: 10.26907/2541-7746.2019.2.181-190
M. N. Afanaseva, E. Kuznetsov
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引用次数: 0
About Permutations on the Sets of Tuples from Elements of the Finite Field 关于有限域元组集合上的置换
IF 0.3 Q4 MATHEMATICS, APPLIED Pub Date : 2019-01-01 DOI: 10.26907/2541-7746.2019.2.292-300
V. Kugurakov, A. Gainutdinova, V. Dubrovin
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引用次数: 0
An Approach to the Analysis of Propagation of Elastic Waves in Grids Made of Rods of Varying Curvature 弹性波在变曲率杆网格中的传播分析方法
IF 0.3 Q4 MATHEMATICS, APPLIED Pub Date : 2019-01-01 DOI: 10.26907/2541-7746.2019.3.365-376
V. Levin, K. Zingerman, A. Vershinin, I. A. Podpruzhnikov
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引用次数: 0
Regular Tessellation of the Lobachevskii Plane Lobachevskii平面的正则镶嵌
IF 0.3 Q4 MATHEMATICS, APPLIED Pub Date : 2019-01-01 DOI: 10.26907/2541-7746.2019.4.591-605
P. Troshin
This paper discusses a new algorithm for construction of regular tessellation of the Lobachevskii plane. The problems of combinatorial and topological arrangement of regular tessellations, finding the number of tiles in each layer of such tessellation, and implementation of the algorithm in the modern computer programming language were studied. The relevance of the study is determined, on the one hand, by the unceasing interest in hyperbolic geometry and, in particular, in tessellations within it. On the other hand, the relevance is due to the insufficient number of published algorithm descriptions and their implementations. The following methods were used: ● implementation of the basic knowledge in the group of motions of the Lobachevskii plane in the Beltrami–Klein model, its trigonometry and isometries to the other known models to construct a prototile and tessellation layers; ● splitting the tessellation by layers and layers by subclasses of tiles, studying the arrangement of each layer with respect to the previous one, finding the number of tiles in the layers with the help of mathematical induction; ● devising an algorithm in the form of a pseudocode and in the programming language of Wolfram Mathematica. In the course of the study, the following results were obtained: ● an algorithm for regular tessellation of the Lobachevskii plane, which produces the tessellation layer by layer, without repetition of the tiles, by means of proper rigid motions applied to the initial prototile; ● the algorithm implemented in the programming language of Wolfram Mathematica; ● formulas for estimation of the number of tiles in layers for the suggested algorithm. The obtained results and observations made in this paper are important for construction of tessellations in hyperbolic geometry.
本文讨论了一种构造Lobachevskii平面正则镶嵌的新算法。研究了规则镶嵌的组合排列和拓扑排列问题,确定规则镶嵌每层的块数,并在现代计算机编程语言中实现该算法。一方面,研究的相关性是由对双曲几何,特别是其中的镶嵌的不断兴趣所决定的。另一方面,相关性是由于发布的算法描述及其实现的数量不足。采用了以下方法:●实现Lobachevskii平面在Beltrami-Klein模型中的运动群的基本知识,其三角和等距到其他已知模型构建一个原始和镶嵌层;●按层划分镶嵌,按瓷砖子类划分镶嵌,研究每一层相对于前一层的排列,借助数学归纳法找到各层中瓷砖的数量;●用Wolfram Mathematica编程语言设计一种伪代码形式的算法。在研究过程中,获得了以下结果:●Lobachevskii平面的规则镶嵌算法,通过对初始原型施加适当的刚性运动,一层一层地产生镶嵌,而不重复瓷砖;●算法在Wolfram Mathematica编程语言中实现;●用于估计所建议算法的层中瓦片数量的公式。本文所得到的结果和观察结果对双曲几何中镶嵌的构造具有重要意义。
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引用次数: 0
Seepage Consolidation during Elastic Body Deformation under Normal Load 法向荷载作用下弹性体变形过程中的渗流固结
IF 0.3 Q4 MATHEMATICS, APPLIED Pub Date : 2019-01-01 DOI: 10.26907/2541-7746.2019.1.66-74
F. M. Kadyrov, A. Kosterin, E. Skvortsov
The process of seepage consolidation of an elastic saturated body under the normal load that is instantly applied to its surface has been considered. An equality obtained using the con-ditions of compatibility of deformations has been added to the well-known spatial consolidation scheme. It has been shown that the sum of effective normal stresses satisfies the heat equation and can be found as a solution to the corresponding boundary value problem. A pressure-rela-ted auxiliary function that satisfies the Laplace equation has been introduced. The boundary condition for it is determined by the boundary condition for the above sum. The proposed scheme for studying the consolidation of an elastic body has been illustrated by the example of uniform normal loading on the surface of an elastic porous sphere. In the analytical form, the pressure of the fluid, the total and effective normal stresses of the skeleton, the displace-ment of points of the sphere and its surface in the process of consolidation have been found. It has been demonstrated that the pressure of the fluid at each fixed point inside the sphere decreases with increasing time.
考虑了弹性饱和体在瞬时法向荷载作用下的渗流固结过程。利用变形协调条件得到的等式被添加到众所周知的空间固结方案中。结果表明,有效法向应力之和满足热方程,并可作为相应边值问题的解。引入了满足拉普拉斯方程的压力相关辅助函数。它的边界条件由上述和的边界条件决定。以弹性多孔球表面的均匀法向载荷为例,说明了所提出的研究弹性体固结的方法。用解析的形式求得了流体的压力、骨架的总法向应力和有效法向应力、球体及其表面固结过程中各点的位移。结果表明,流体在球内各固定点处的压力随时间的增加而减小。
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引用次数: 0
Root Uniqueness of the Gakhov Equation in the Classes of Functions with the Bounded Pre-Schwarzian 具有有界预schwarzian函数类中Gakhov方程的根唯一性
IF 0.3 Q4 MATHEMATICS, APPLIED Pub Date : 2019-01-01 DOI: 10.26907/2541-7746.2019.4.526-535
A. Kazantsev
It was established that if the left-hand side of the Gakhov equation is bounded by the constant 2, then this equation has exactly one root in the unit disk, where the constant is sharp and the root is not necessarily zero. We revealed two aspects arising with regard to this connection. The first aspect concerns the pre-Schwarzian immersion of the Gakhov class into the space of bounded holomorphic functions. It was shown that the width of this immersion is equal to 2; the full description was done for the intersection of the boundary of the immersion with the ball of the radius 2 centered at the origin. The second aspect is connected with maintenance of the uniqueness of the root when the linear or fractional linear actions on the pre-Schwarzian with multiplying by the unit disk variable are bounded. Some uniqueness conditions were constructed in the form of S.N. Kudryashov’s univalence criteria.
如果加霍夫方程的左边以常数2为界,那么这个方程在单位圆盘上只有一个根,其中常数是尖锐的,根不一定是零。我们揭示了关于这种联系所产生的两个方面。第一个方面涉及加霍夫类在有界全纯函数空间中的前schwarzian浸入。结果表明,浸没的宽度等于2;完整的描述是为浸入的边界与以原点为中心的半径为2的球的交点完成的。第二个方面涉及到当与单位圆盘变量相乘的前schwarzian上的线性或分数线性作用有界时根的惟一性的维持。以Kudryashov的一性准则的形式构造了一些唯一性条件。
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引用次数: 0
About the Use of the Stokes Number for Mathematical Modeling of Two-Phase Jet Flows 斯托克斯数在两相射流数学建模中的应用
IF 0.3 Q4 MATHEMATICS, APPLIED Pub Date : 2019-01-01 DOI: 10.26907/2541-7746.2019.3.341-354
Yu. V. Zuev
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引用次数: 1
期刊
Uchenye Zapiski Kazanskogo Universiteta-Seriya Fiziko-Matematicheskie Nauki
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