Geometric Modeling of Stress Visualization Tools Based on the Functional-Voxel Method

S. Pushkarev, A. Plaksin, A. Sycheva, P. Harlanova
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引用次数: 3

Abstract

One of the approaches to the construction of graphic images of the stress state for the force vector applied to a point is considered in this work. Has been proposed a geometric model for a continuous medium, formed by a bunch of projection planes for each point of the examined object’s space. This permits to obtain a model for a volume vector in the form of a distributed decomposition into stress components at each point specified by a bunch of projection planes. The building a model for a volume vector, defined as a set of specified laws of direction and length, in the context of modeling stress from an applied force vector to a selected point, is based on strength of materials’ classical laws for calculation the stress state values at an inclined section. Such approach allows use a voxel graphic structure for computer representation of the simulated stress, rather than a finite element mesh. In such a case, there is no obtained result’s error dependence on the spatial position of the mesh nodal points, which is often a problem in FEM calculations. The resulting functional-voxel computer model of the volume stress vector is a structural unit for modeling the distributed load on areas of complex configuration. In this case, the elementary summation of such vectors allows any uneven distribution of the load relative to each point on the specified area. The considered approach works well with geometric models initially represented analytically in the form of a function space (for example, models obtained by the R-functional modelling – RFM-method), and reduced to functional-voxel computer models. A method for deformation modeling based on obtained stresses by means of local transformations of the function space, describing the investigated geometric object, is demonstrated.
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基于功能体素方法的应力可视化工具几何建模
其中一种方法来构建图形图像的应力状态的力矢量施加到一个点是考虑在这项工作。提出了一种连续介质的几何模型,该模型由被测物体空间中每一点的一组投影平面构成。这允许以分布分解的形式获得体积矢量的模型,该模型在由一堆投影平面指定的每个点上分解为应力分量。在从施加的力向量到选定点的应力建模的背景下,建立体积矢量模型,定义为一组指定的方向和长度定律,基于材料的强度经典定律计算斜面处的应力状态值。这种方法允许使用体素图形结构来表示模拟应力,而不是使用有限元网格。在这种情况下,所得结果的误差不依赖于网格节点的空间位置,这是有限元计算中经常遇到的问题。所得到的体积应力向量的功能体素计算机模型是一个结构单元,用于模拟复杂结构区域上的分布载荷。在这种情况下,这些矢量的初等求和允许载荷相对于指定区域上的每个点的任何不均匀分布。所考虑的方法适用于最初以函数空间形式解析表示的几何模型(例如,由r -函数建模- rfm方法获得的模型),并简化为功能体素计算机模型。给出了一种基于函数空间局部变换得到的应力来描述所研究的几何对象的变形建模方法。
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