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钟世英, 岳茜茜, 凌道盛, 周浩, 韩润奇, 丛波日. 月面松软地质环境下足式机器人足–壤滑移性能[J]. 深空探测学报(中英文), 2023, 10(2): 190-198. DOI: 10.15982/j.issn.2096-9287.2023.20220036
引用本文: 钟世英, 岳茜茜, 凌道盛, 周浩, 韩润奇, 丛波日. 月面松软地质环境下足式机器人足–壤滑移性能[J]. 深空探测学报(中英文), 2023, 10(2): 190-198. DOI: 10.15982/j.issn.2096-9287.2023.20220036
ZHONG Shiying, YUE Qianqian, LING Daosheng, ZHOU Hao, HAN Runqi, CONG Bori. Foot-Soil Slipping Performance of Footed Robot in Soft Geology on Lunar Surface[J]. Journal of Deep Space Exploration, 2023, 10(2): 190-198. DOI: 10.15982/j.issn.2096-9287.2023.20220036
Citation: ZHONG Shiying, YUE Qianqian, LING Daosheng, ZHOU Hao, HAN Runqi, CONG Bori. Foot-Soil Slipping Performance of Footed Robot in Soft Geology on Lunar Surface[J]. Journal of Deep Space Exploration, 2023, 10(2): 190-198. DOI: 10.15982/j.issn.2096-9287.2023.20220036

月面松软地质环境下足式机器人足–壤滑移性能

Foot-Soil Slipping Performance of Footed Robot in Soft Geology on Lunar Surface

  • 摘要: 移动机器人作为月球探索的重要方式,足端力是步态控制的重要参量。为研究足端花纹式设计在松散月壤环境中足–壤相互作用对足端抗滑移性能的影响,分别对三角形、圆弧形和矩形3种足端花纹构型进行防滑性能研究。通过数值仿真研究了在相同竖向载荷界面对不同花纹构型的抗滑移性能,并利用等效原则得到了各花纹构型抗滑移参数。结果表明,足端花纹未完全刺入月壤前,相同竖向载荷作用下圆弧形花纹的沉陷量最小,矩形花纹次之,三角形花纹沉陷量最大;同时,圆弧形花纹滑移量、应力峰值也最小;足–壤接触面抗滑移模型在相同沉陷量时矩形花纹等效抗剪强度最大其等效摩擦角33.44°、黏聚力2.58 kPa,圆弧形花纹最小其等效摩擦角30.16°、黏聚力2.48 kPa。

     

    Abstract: Mobile robot is the backbone of the way of the lunar exploration, its foot end force is an important parameter for gait control. In order to study the effect of foot pattern design on foot-soil interaction in loose lunar soil on the anti-slip performance of the foot end, the anti-slip performance of three foot end pattern configurations was studied: triangle, arc and rectangle. The anti-slip performances of different pattern configurations under the same vertical load were studied through numerical simulation, and the anti-slip parameters of each pattern configuration were obtained through the equivalence principle. The results show that before the foot end pattern is completely pierced into the lunar soil, the circular arc pattern has the smallest settlement amount under the same vertical load, followed by the rectangular pattern with the triangular pattern having the largest settlement amount pattern under the same vertical load. At the same time, the slippage and stress peak of the circular arc pattern are also minimal. Under the anti-slip model of foot-soil contact surface, the equivalent shear strength of the rectangular pattern is the greatest when the same amount of subsidence is the largest, the equivalent friction angle is 33.44°, and the cohesion force 2.58 kPa, the circular arc pattern is the smallest, and its equivalent friction angle is 30.16° and the cohesion force 2.48 kPa.

     

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