Scaling behavior of cohesive self-gravitating aggregates

被引:16
作者
Azema, Emilien [1 ]
Sanchez, Paul [2 ]
Scheeres, Daniel J. [3 ]
机构
[1] Univ Montpellier, CNRS, LMGC, Montpellier, France
[2] Univ Colorado, Colorado Ctr Astrodynam Res, 431 UCB, Boulder, CO 80309 USA
[3] Univ Colorado, Aerosp Engn Dept, 429 UCB, Boulder, CO 80309 USA
关键词
RUBBLE-PILE ASTEROIDS; GRANULAR-MATERIALS; TENSILE-STRENGTH; ITOKAWA; DISRUPTION; HAYABUSA; DYNAMICS; SURFACES; ROTATION; CONTACT;
D O I
10.1103/PhysRevE.98.030901
中图分类号
O35 [流体力学]; O53 [等离子体物理学];
学科分类号
070204 ; 080103 ; 080704 ;
摘要
By means of extensive threedimensional contact dynamics simulations, we analyze the strength properties and microstructure of a granular asteroid, modeled as a self-gravitating cohesive granular aggregate composed of spherical particles, and subjected to diametrical compression tests. We show that, for a broad range of system parameters ( shear rate, cohesive forces, asteroid diameter), the behavior can be described by a modified inertial number that incorporates interparticle cohesion and gravitational forces. At low inertial numbers, the behavior is ductile with a well-defined stress peak that scales with internal pressure with a prefactor similar or equal to 0.9. As the inertial number increases, both the prefactor and fluctuations around the mean increase, evidencing a dynamical crisis resulting from the destabilizing effect of particle inertia. From a micromechanical description of the contact and force networks, we propose a model that accounts for solid fraction, local stress, particle connectivity, and granular texture. In the limit of small inertial numbers, we find a very good agreement of the theoretical estimate of compressive strength, evidencing the major role of these structural parameters for the modeled aggregates.
引用
收藏
页数:6
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