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Research on Impact Process of Lander Footpad against Simulant Lunar Soils

机译:着陆器脚垫对模拟月球土壤的冲击过程研究

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摘要

The safe landing of a Moon lander and the performance of the precise instruments it carries may be affected by too heavy impact on touchdown. Accordingly, landing characteristics have become an important research focus. Described in this paper are model tests carried out using simulated lunar soils of different relative densities (called "simulant" lunar soils below), with a scale reduction factor of 1/6 to consider the relative gravities of the Earth and Moon. In the model tests, the lander was simplified as an impact column with a saucer-shaped footpad with various impact landing masses and velocities. Based on the test results, the relationships between the footpad peak feature responses and impact kinetic energy have been analyzed. Numerical simulation analyses were also conducted to simulate the vertical impact process. A 3D dynamic finite element model was built for which the material parameters were obtained from laboratory test data. When compared with the model tests, the numerical model proved able to effectively simulate the dynamic characteristics of the axial forces, accelerations, and penetration depths of the impact column during landing. This numerical model can be further used as required for simulating oblique landing impacts.
机译:月球着陆器的安全着陆以及其携带的精密仪器的性能可能会受到对接地的严重影响。因此,着陆特性已成为重要的研究重点。本文描述的是使用具有不同相对密度的模拟月球土壤(以下称为“模拟”月球土壤)进行的模型测试,比例缩小系数为1/6,以考虑地球和月球的相对重力。在模型测试中,着陆器简化为带有碟形脚垫的冲击柱,具有各种冲击着陆质量和速度。根据测试结果,分析了脚垫峰值特征响应与冲击动能之间的关系。还进行了数值模拟分析,以模拟垂直冲击过程。建立了一个3D动态有限元模型,其材料参数是从实验室测试数据中获得的。与模型试验相比,数值模型证明能够有效地模拟着陆过程中冲击柱的轴向力,加速度和穿透深度的动态特性。可以根据需要进一步使用此数值模型来模拟倾斜着陆冲击。

著录项

  • 来源
    《Shock and vibration》 |2015年第2期|658386.1-658386.24|共24页
  • 作者单位

    Zhejiang Univ, Dept Civil Engn, MOE Key Lab Soft Soils & Geoenvironm Engn, Hangzhou 310058, Zhejiang, Peoples R China.;

    Shanghai Municipal Engn Design Inst Grp Co Ltd SM, Urban Traff & Underground Space Design Inst, Shanghai 200092, Peoples R China.;

    Tsinghua Univ, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China.;

    Zhejiang Univ, Dept Civil Engn, MOE Key Lab Soft Soils & Geoenvironm Engn, Hangzhou 310058, Zhejiang, Peoples R China.;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
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