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Self-Organized Criticality in Sheared Suspensions
Author(s) -
Laurent Corté,
Sharon J. Gerbode,
Weining Man,
David J. Pine
Publication year - 2009
Publication title -
physical review letters
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 3.688
H-Index - 673
eISSN - 1079-7114
pISSN - 0031-9007
DOI - 10.1103/physrevlett.103.248301
Subject(s) - criticality , brownian motion , shear (geology) , physics , statistical physics , particle (ecology) , phase transition , shear rate , power law , yield (engineering) , mechanics , classical mechanics , materials science , condensed matter physics , thermodynamics , rheology , quantum mechanics , mathematics , geology , statistics , nuclear physics , composite material , oceanography
International audienceRecent studies reveal that suspensions of neutrally buoyant non-Brownian particles driven by slow periodic shear can undergo a dynamical phase transition between a fluctuating irreversible steady state and an absorbing reversible state. Using a computer model, we show that such systems exhibit self-organized criticality when a finite particle sedimentation velocity vs is introduced. Under periodic shear, these systems evolve, without external intervention, towards the shear-dependent critical concentration ϕc as vs is reduced. This state is characterized by power-law distributions in the lifetime and size of fluctuating clusters. Experiments exhibit similar behavior and, as vs is reduced, yield steady-state values of ϕ that tend towards the ϕc corresponding to the applied shear

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