稳定张拉整体结构的数学

A. Harish, V. Nandurdikar, Shubham Deshpande, S. Andress
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引用次数: 0

摘要

由于张拉整体结构在现代工程中的潜在应用,如超材料、可展开结构、行星着陆器模块等,近年来得到了广泛的研究。提出的许多寻形方法继续产生具有一种或多种软/摇摆模式的结构。这些模式已被生动地强调和概述,作为这些结构不适合作为工程结构的理由。这项工作提出了杆和串的数量之间的关系,以满足全秩凸性标准,作为找形过程的一部分。利用提出的著名的三杆张拉整体的找形过程,该工作提出了一种稳定的替代三杆十弦。研究表明,适合工程的稳定张拉体是可行的,是可以设计的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Mathematics of stable tensegrity structures
Tensegrity structures have been extensively studied over the last years due to their potential applications in modern engineering like metamaterials, deployable structures, planetary lander modules, etc. Many of the form-finding methods proposed continue to produce structures with one or more soft/swinging modes. These modes have been vividly highlighted and outlined as the grounds for these structures to be unsuitable as engineering structures. This work proposes a relationship between the number of rods and strings to satisfy the full-rank convexity criterion as a part of the form-finding process. Using the proposed form-finding process for the famous three-rod tensegrity, the work proposes an alternative three-rod ten-string that is stable. The work demonstrates that the stable tensegrities suitable for engineering are feasible and can be designed.
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