scholarly journals Discrete element modeling of planetary ice analogs: mechanical behavior upon sintering

2021 ◽  
Vol 24 (1) ◽  
Author(s):  
W. Dhaouadi ◽  
E. Marteau ◽  
H. Kolvenbach ◽  
M. Choukroun ◽  
J. L. Molaro ◽  
...  

AbstractPotentially habitable icy Ocean Worlds, such as Enceladus and Europa, are scientifically compelling worlds in the solar system and high-priority exploration targets. Future robotic exploration of Enceladus and Europa by in-situ missions would require a detailed understanding of the surface material and of the complex lander-surface interactions during locomotion or sampling. To date, numerical modeling approaches that provide insights into the icy terrain’s mechanical behavior have been lacking. In this work, we present a Discrete Element Model of porous planetary ice analogs that explicitly describes the microstructure and its evolution upon sintering. The model dimension is tuned following a Pareto-optimality analysis, the model parameters’ influence on the sample strength is investigated using a sensitivity analysis, and the model parameters are calibrated to experiments using a probabilistic method. The results indicate that the friction coefficient and the cohesion energy density at the particle-scale govern the macroscopic properties of the porous ice. Our model reveals a good correspondence between the macroscopic and bond strength evolutions, suggesting that the strengthening of porous ice results from the development of a large-scale network due to inter-particle bonding. This work sheds light on the multi-scale nature of the mechanics of planetary ice analogs and points to the importance of understanding surface strength evolution upon sintering to design robust robotic systems. Graphic abstract

2010 ◽  
Vol 64 (10-12) ◽  
pp. 1319-1335 ◽  
Author(s):  
Mikio Sakai ◽  
Yoshinori Yamada ◽  
Yusuke Shigeto ◽  
Kazuya Shibata ◽  
Vanessa M. Kawasaki ◽  
...  

2018 ◽  
Vol 6 (1) ◽  
pp. 3-10 ◽  
Author(s):  
Bhupendra M Ghodki ◽  
Manish Patel ◽  
Rohit Namdeo ◽  
Gopal Carpenter

2019 ◽  
Vol 145 (12) ◽  
pp. 04019111
Author(s):  
John F. Peters ◽  
Bohumir Jelinek ◽  
Clay Goodman ◽  
Farshid Vahedifard ◽  
George Mason

2018 ◽  
Vol 55 (5) ◽  
pp. 680-688 ◽  
Author(s):  
Yuan Guo ◽  
Chanjuan Han ◽  
Xiong (Bill) Yu

The performance of a variety of geostructures, such as compacted clay liners, earth dams, and pavement embankments, is compromised by soil cracking. Experiments are set up to monitor the drying process of a clay layer under controlled temperature and humidity conditions. The gravimetric water content and images are captured automatically. Volumetric shrinkage of the bentonite sample as well as the crack patterns are determined from images. The monitored volumetric strain development is used to implement the discrete element method (DEM) to simulate the drying shrinkage and desiccation cracking. Model parameters are calibrated through unconfined compression tests on clay specimens at different water contents. This simplified calibration procedure allows characterization of the soil behaviors in the mesoscale and bypass the complex physicochemical processes involved. The initiation and propagation of cracks from the DEM model agree well with the phenomena observed in the laboratory experiments. The influence of boundary constraint and sample thickness on the crack patterns is analyzed, which includes the use of hydrophobic coating to diminish the boundary constraint. Major features of desiccation cracking can be replicated with the computational procedures. Boundary constraint, including surface roughness and strength of boundary layer, is found to significantly influence the final crack patterns.


2012 ◽  
Vol 23 (5) ◽  
pp. 673-681 ◽  
Author(s):  
Mikio Sakai ◽  
Hiroyuki Takahashi ◽  
Christopher C. Pain ◽  
John-Paul Latham ◽  
Jiansheng Xiang

2021 ◽  
Vol 213 ◽  
pp. 105123 ◽  
Author(s):  
Kojo Atta Aikins ◽  
Mustafa Ucgul ◽  
James B. Barr ◽  
Troy A. Jensen ◽  
Diogenes L. Antille ◽  
...  

2018 ◽  
Vol 29 (6) ◽  
pp. 1393-1403 ◽  
Author(s):  
Huy Q. Do ◽  
Alejandro M. Aragón ◽  
Dingena L. Schott

2005 ◽  
Vol 128 (3) ◽  
pp. 439-444 ◽  
Author(s):  
Harald Kruggel-Emden ◽  
Siegmar Wirtz ◽  
Erdem Simsek ◽  
Viktor Scherer

The discrete element method can be used for modeling moving granular media in which heat and mass transport takes place. In this paper the concept of discrete element modeling with special emphasis on applicable force laws is introduced and the necessary equations for heat transport within particle assemblies are derived. Possible flow regimes in moving granular media are discussed. The developed discrete element model is applied to a new staged reforming process for biomass and waste utilization which employs a solid heat carrier. Results are presented for the flow regime and heat transport in substantial vessels of the process.


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