通过k预先给定点的一维轮廓建模的计算算法

Евгений Конопацкий, E. Konopatskiy, Антон Крысько, A. Krys’ko, А. Бумага, A. Bumaga
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引用次数: 12

摘要

本文提出了预先经过k个给定点形成一阶光滑一维轮廓的理论基础,包括对轮廓的一般要求,特别是对轮廓弧的要求,以及决定轮廓弧形状的极端和中间轮廓段切线的表示。在此理论材料的基础上,根据假设条件开发了模拟封闭(A5, A6)和开放(A1-A4)轮廓的计算算法,允许形成不同复杂程度的不规则复合曲线和曲面,在一阶平滑上对接在一起。所提出的计算算法也可用于使用相同比率曲线的弧线构造高阶平滑轮廓。利用bn -计算(Balyuba - Naidysh点计算)的数学装置对一维轮廓模拟的计算算法进行了解析性描述。得到的算法以点的形式表示,这是一种符号形式。对于从点方程到参数方程组的转换,必须进行逐坐标计算,这可以几何地表示为全局坐标系轴上投影的总体。作为一个例子,已经提出了一种计算算法,提供了一个系统的参数方程代替符号点记录。所提出的算法已成功地用于几何形状缺陷对工程结构薄壁壳强度和稳定性影响的计算机建模和预测。特别提出了考虑几何形状缺陷的钢圆柱储层应力-应变状态的数值研究方法。
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Computational Algorithms For Modeling of One-Dimensional Contours Through k In Advance Given Points
In this paper have been proposed theoretical bases for formation one-dimensional contours of the first order smoothness, passing through k in advance given points, including requirements to the contour in general, and the contour’s arcs in particular, as well as representations for tangents in extreme and intermediate contour sections, which determine the contour arc shape. Based on this theoretical material have been developed computational algorithms for simulation of closed (A5, A6) and open (A1-A4) contours according to postulated conditions, which allow form irregular composite curves and surfaces with different degree of complexity, docked together on the first order smoothness. The proposed computational algorithms can also be used to construct contours of higher orders smoothness using arcs of the same ratio curves. For analytical description of computational algorithms for one-dimensional contours simulation is used the mathematical apparatus of BN-calculation (Balyuba – Naidysh point calculation). The obtained algorithms have been presented in a point form, which is a symbolic form. For transition from point equations to a system of parametric equations, it is necessary to perform a coordinate-by-coordinate calculation, which can be presented geometrically as population of projections on the global coordinate system’s axes. As an example has been presented a computational algorithm that provides the use a system of parametric equations instead of symbolic point recording. The proposed algorithms have been successfully used for computer modeling and prediction for the impact of geometric shape imperfections on the strength and stability of engineering structures’ thin-walled shells. In particular, a numerical study method for a stress-strain state of steel vertical cylindrical reservoirs with regard to imperfections of theirs geometric shapes has been proposed.
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