Role of local residual stress distributions in the yielding transition of amorphous solids
Role of local residual stress distributions in the yielding transition of amorphous solids
Informations :
Type : Séminaire
Date : 2019-10-18
Heure :
Lieu : Amphithéâtre Henri Benoît
Titre : Role of local residual stress distributions in the yielding transition of amorphous solids
Conférencier : Celine Ruscher
Appartenance : University of British Columbia, Vancouver
Invité par : Farago Jean
Description :
horaire: 11 h 00
Abstract:
Amorphous solids are yield stress materials that can fail and flow when a sufficient shear
stressis applied. The yielding transition occuring between the arrested state and the flowing
regime is commonly accepted to be a critical phenomenon however the related exponents are
not well understood, their universality is still under debate. During the past five years, a
theoretical framework has been developed to make a link between the critical scaling of
avalanches and the specific pseudogap form of the distribution of weak residual stresses
P(x)?x ? [1,2]. Predictions of this theory, in particular the predominant role of the pseudogap
exponent ?, have been directly verified by mesoscopic elasto-plastic models [1-3] and indirectly
inferred by atomistic simulations [4]. However very recent results obtained with mesoscopic
models have raised questions about the validity of the pseudogap description of P(x) in the
stationary regime [5,6].
By combining atomistic simulations with the frozen matrix approach [7], we reveal the
evolution of the local residual stress distribution in an amorphous packing upon deformation in
the athermal quasi-static limit [8]. We find a pseudogap form P(x)?x ? in the freshly quenched
state and in the early stages of deformation. After a few percent strain, however, P(x) starts to
develop a plateau p 0 in the small x limit, where p 0 ?L ?p with L the system size. A direct
comparison with the system size scaling of the stress drops shows that the statistical properties
of avalanches are controlled by ? in the transient regime and the plateau exponent p in the
steady state flow.