岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2013年
7期
1847-1853
,共7页
凌道盛%蒋祝金%蔡武军%钟世英%杨建中
凌道盛%蔣祝金%蔡武軍%鐘世英%楊建中
릉도성%장축금%채무군%종세영%양건중
模拟月壤%着陆器足垫%着陆过程%水平滑移%模型试验
模擬月壤%著陸器足墊%著陸過程%水平滑移%模型試驗
모의월양%착륙기족점%착륙과정%수평활이%모형시험
simulant lunar soil%lander footpad%landing process%horizontal slide%model test
月面着陆器着陆过程中巨大的冲击作用会影响着陆安全和精密仪器的正常工作,因此,研究着陆器足垫与月壤相互作用对着陆器软着陆具有重要意义。足垫的水平滑移是着陆过程中较为复杂的阶段,利用自行研制的水平拖曳模型试验装置,在模拟月壤中开展足垫水平滑移的模型试验,研究滑移过程中足垫水平力和竖向轴力的变化,并进一步探讨模拟月壤的相对密实度、足垫的水平速度、刺入深度和转动角度等4个因素对足垫水平力和竖向轴力的影响。试验结果表明:足垫所受到的水平力与竖向轴力呈近似线性关系,当足垫受较大的水平力时,相应的竖向轴力也较大;足垫受力随相对密实度、水平速度和刺入深度的增加而增大;足垫的转动角度对其受力影响显著,当足垫的转动角度为(8°,26°)时,足垫所受到的竖向轴力和水平力最小,当转动角度为(0°,-26°)时,足垫的受力最大,在滑移过程中该角度姿态利于着陆器的缓冲机构对能量的耗散。
月麵著陸器著陸過程中巨大的遲擊作用會影響著陸安全和精密儀器的正常工作,因此,研究著陸器足墊與月壤相互作用對著陸器軟著陸具有重要意義。足墊的水平滑移是著陸過程中較為複雜的階段,利用自行研製的水平拖抴模型試驗裝置,在模擬月壤中開展足墊水平滑移的模型試驗,研究滑移過程中足墊水平力和豎嚮軸力的變化,併進一步探討模擬月壤的相對密實度、足墊的水平速度、刺入深度和轉動角度等4箇因素對足墊水平力和豎嚮軸力的影響。試驗結果錶明:足墊所受到的水平力與豎嚮軸力呈近似線性關繫,噹足墊受較大的水平力時,相應的豎嚮軸力也較大;足墊受力隨相對密實度、水平速度和刺入深度的增加而增大;足墊的轉動角度對其受力影響顯著,噹足墊的轉動角度為(8°,26°)時,足墊所受到的豎嚮軸力和水平力最小,噹轉動角度為(0°,-26°)時,足墊的受力最大,在滑移過程中該角度姿態利于著陸器的緩遲機構對能量的耗散。
월면착륙기착륙과정중거대적충격작용회영향착륙안전화정밀의기적정상공작,인차,연구착륙기족점여월양상호작용대착륙기연착륙구유중요의의。족점적수평활이시착륙과정중교위복잡적계단,이용자행연제적수평타예모형시험장치,재모의월양중개전족점수평활이적모형시험,연구활이과정중족점수평력화수향축력적변화,병진일보탐토모의월양적상대밀실도、족점적수평속도、자입심도화전동각도등4개인소대족점수평력화수향축력적영향。시험결과표명:족점소수도적수평력여수향축력정근사선성관계,당족점수교대적수평력시,상응적수향축력야교대;족점수력수상대밀실도、수평속도화자입심도적증가이증대;족점적전동각도대기수력영향현저,당족점적전동각도위(8°,26°)시,족점소수도적수향축력화수평력최소,당전동각도위(0°,-26°)시,족점적수력최대,재활이과정중해각도자태리우착륙기적완충궤구대능량적모산。
The study of the interaction between lunar lander footpad and lunar soil during the moon landing has great importance owing to the strong impact which affects safe landing and normal performance of inner precise instruments. Since horizontal slide is the complicated landing process, model tests on the process of dragging footpad in simulant lunar soil are carried out with the self-developed test device to investigate the changes of horizontal and vertical forces on footpad. The influences of relative densities, sliding velocities, penetrations and turn angles on these forces are further studied. The results show that the horizontal forces appear almost linear increase with the increase of vertical forces. Besides, the forces increase with the growth of relative density of soil, horizontal velocity and penetration. The forces are greatly influenced by the turn angle. When turn angle of footpad is (8°, 26°), the force of lander footpad is the least. When the turn angle is (0°, -26°), which means bulldozing process, the force is the largest. This turn angle (0°, -26°) is appropriate for the buffer structure of lander to dissipate impact energy in slip process.