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首页> 外文期刊>Advances in Engineering Software >Adaptive finite element mesh triangulation using self-organizing neural networks
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Adaptive finite element mesh triangulation using self-organizing neural networks

机译:自组织神经网络的自适应有限元网格三角剖分

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The finite element method is a computationally intensive method. Effective use of the method requires setting up the computational framework in an appropriate manner, which typically requires expertise. The computational cost of generating the mesh may be much lower, comparable, or in some cases higher than the cost associated with the numeric solver of the partial differential equations, depending on the application and the specific numeric scheme at hand.rnThe aim of this paper is to present a mesh generation approach using the application of self-organizing artificial neural networks through adaptive finite element computations. The problem domain is initially constructed using the self-organizing neural networks. This domain is used as the background mesh which forms the input for finite element analysis and from which adaptive parameters are calculated through adaptivity analysis. Subsequently, self-organizing neural network is used again to adjust the location of randomly selected mesh nodes as is the coordinates of all nodes within a certain neighborhood of the chosen node. The adjustment is a movement of the selected nodes toward a specific input point on the mesh. Thus, based on the results obtained from the adaptivity analysis, the movement of nodal points adjusts the element sizes in a way that the concentration of elements will occur in the regions of high stresses. The methods and experiments developed here are for two-dimensional triangular elements but seem naturally extendible to quadrilateral elements.
机译:有限元法是一种计算量大的方法。有效使用该方法需要以适当的方式建立计算框架,这通常需要专业知识。生成网格的计算成本可能比与偏微分方程数值解算器相关的成本低得多,相当或在某些情况下更高,具体取决于应用程序和特定的数值方案。提出了一种通过自适应有限元计算使用自组织人工神经网络的网格生成方法。最初使用自组织神经网络构造问题域。该域用作背景网格,形成有限元分析的输入,并通过适应性分析从中计算出自适应参数。随后,自组织神经网络再次用于调整随机选择的网格节点的位置,就像所选节点某个邻域内所有节点的坐标一样。调整是所选节点向网格上特定输入点的移动。因此,基于从适应性分析获得的结果,节点的移动以元素的集中将在高应力区域中发生的方式调整元素的大小。此处开发的方法和实验适用于二维三角形元素,但似乎自然可以扩展到四边形元素。

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