DocumentCode :
1792090
Title :
Gravity impact analysis of surface lunar soil sampling by DEM simulation
Author :
Tianxi Liu ; Cheng Wei ; Liang Ma ; Yang Zhao
Author_Institution :
Dept. of Astronaut., Harbin Inst. of Technol., Harbin, China
fYear :
2014
fDate :
3-6 Aug. 2014
Firstpage :
975
Lastpage :
980
Abstract :
To find out the force situation of digging and shoveling bucket and make sure their differences in earth gravity and lunar gravity, a novel discrete element method considering bending and twisting movements and equivalent attraction is employed to build the lunar regolith model and simulate the interaction between soil and tool. To confirm the validity of the model, a triaxial-test is conducted to optimize the microparameters of the model. Then, the model is employed to the simulation of surface sampling process. From the computational simulation results, conclusions can be made: The change of gravity will make a big difference to the force situation of the sampling tools. The largest moment of the digging bucket will increase double from 8Nm to 16Nm while the force of the shovelling bucket will enlarge more than four times from 40N to 180N.
Keywords :
astronomy computing; bending; digital simulation; gravity; lunar surface; DEM simulation; bending movement; computational simulation results; digging bucket; discrete element method; earth gravity; equivalent attraction; force situation; gravity impact analysis; lunar gravity; lunar regolith model; microparameter optimization; shoveling bucket; shovelling bucket; surface lunar soil sampling; surface sampling process simulation; triaxial-test; twisting movement; Friction; Gravity; Moon; Soil; Strain; Vectors; Lunar regolith; Surface sampling; Three-dimensional discrete element model; Triaxial test;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Mechatronics and Automation (ICMA), 2014 IEEE International Conference on
Conference_Location :
Tianjin
Print_ISBN :
978-1-4799-3978-7
Type :
conf
DOI :
10.1109/ICMA.2014.6885830
Filename :
6885830
Link To Document :
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