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Pre-processing parallel and orthogonally positioned structural design elements to be used within the finite element method

机译:预处理将在有限元方法中使用的平行和正交放置的结构设计元素

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摘要

Two methods for pre-processing of (parallel and orthogonal positioned) structural design elements, to be used for specifying kinematically undetermined behaviour within the finite element method, are pre sented. One method is based on first checking line-line combinations, using a (2D) projection technique, followed by investigating line-area combinations employing a line-line combination related technique. These procedures (line-line and line-area) are repeated until convergence occurs. The method is finalised by pattern recognition to find all new areas within the original areas. The second method is also based on (iteratively) checking line-line combinations and line-area combinations but now line-line combina tions are studied using a line-area intersection technique and line-area combinations are investigated with a technique that makes (expensive) pattern recognition superfluous. Both methods are imple mented in C++ and are compared for correctness and efficiency by using academic and building design examples. It can be concluded that the second method seems an appropriate candidate for further implementation.
机译:提出了两种用于预处理(平行和正交放置)结构设计元素的方法,这些方法可用于在有限元方法中指定运动学上不确定的行为。一种方法是基于以下方法:首先使用(2D)投影技术检查线-线组合,然后使用线-线组合相关技术研究线-面组合。重复这些过程(线-线和线区域),直到收敛为止。通过模式识别来最终确定该方法,以找到原始区域内的所有新区域。第二种方法也是基于(迭代)检查线-线组合和线-面积组合,但是现在使用线-面积交点技术研究线-线组合,并且使用使(昂贵)的技术研究线-面积组合。 )模式识别是多余的。两种方法均在C ++中实现,并通过使用学术和建筑设计示例对它们的正确性和效率进行比较。可以得出结论,第二种方法似乎是进一步实施的合适候选者。

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