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A digital tool to design structurally feasible semi-circular masonry arches composed of interlocking blocks

机译:设计互锁块组成的结构可行的半圆形砌体拱的数字工具

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This work deals with a digital tool to design stable semi-circular masonry arches composed of interlocking blocks which are kept together by interlocking connectors on their faces. These blocks, comparing to conventional blocks, increase the sliding resistance and reduce the workmanship. However, current digital tools were developed mostly to design arches with conventional blocks. The proposed tool tries to fill this gap by addressing the work in three stages.First, a heuristic method is developed to define the relationships between the geometry of an interlocking face and the sliding resistance. Then, a structural analysis procedure is developed based on limit analysis and a heuristic method to define the stability condition of the arch. Finally, optimization algorithms are developed to find the thinnest arch by means of two minimization strategies dealing with the relationship between the sliding resistance of the blocks and the geometry of the interlocking faces, differently. The algorithms consider some control points on a given thrust line and automatically adjust them to minimize the thickness, while the stability condition checks the structural feasibility during the geometry adjustment. To evaluate the accuracy of the proposed heuristic method, the results obtained with FE analysis are used for comparison. (C) 2019 Elsevier Ltd. All rights reserved.
机译:这项工作涉及一种数字工具,用于设计由互锁块组成的稳定的半圆形砌体拱,这些互锁块通过其表面上的互锁连接器保持在一起。与常规块相比,这些块增加了滑动阻力并降低了工艺。但是,当前的数字工具主要是为了设计具有常规模块的拱门而开发的。提出的工具试图通过解决三个阶段的工作来填补这一空白。首先,开发了一种启发式方法来定义互锁面的几何形状与滑动阻力之间的关系。然后,基于极限分析和启发式方法,开发了一种结构分析程序来定义拱的稳定性条件。最后,开发了优化算法,以两种最小化策略来找到最薄的拱形,这两种最小化策略分别处理块的滑动阻力和互锁面的几何形状之间的关系。该算法考虑给定推力线上的一些控制点,并自动调整它们以最小化厚度,而稳定性条件则在几何调整期间检查了结构可行性。为了评估所提出的启发式方法的准确性,将有限元分析获得的结果用于比较。 (C)2019 Elsevier Ltd.保留所有权利。

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