Ra. Albert et al., A test of the validity of yield strength envelopes with an elastoviscoplastic finite element model, GEOPHYS J I, 140(2), 2000, pp. 399-409
We have generated an elastoviscoplastic (EVP) rheological model of the lith
osphere with an extended Maxwell model containing tin series! a linear elas
tic component, a creep component based on a flow law for dislocation creep
in olivine, and a frictional component simulating Drucker-Prager plasticity
based on Byerlee's rule. Finite element analyses for topographic loading o
f this oceanic lithosphere were carried out with two separate final loads (
100 and 150 MPa) that were reached by four different load growth times (0,
0.1, 1, 10 Myr). Our results for the stress state and deformation of loaded
lithosphere at 41.7 Myr into the model run are compared to results generat
ed by the mechanical response of a time-independent elastic-perfectly plast
ic (EP) lithosphere, using a moment-curvature relationship based on the con
stant strain-rate yield strength envelope (YSE) and adopting a strain-rate
representative of the EVP solution at 41.7 Myr. With identical flexural loa
ding and material parameters, the deflection profiles of the EVP and EP sol
utions are quite similar, but it is unclear how the EP strain rate could be
selected a priori without guidance from the EVP solution. For example, thi
s uncertainty translates to about a 5 per cent error per decade of strain r
ate in the temperature gradient obtained by matching maximum moment and cur
vature in our EP models. The stress distributions of the time-dependent EVP
model show deviations from the EP model (as defined by the YSE and an elas
tic core) in crystal plastic (macroscopically continuous dislocation creep)
regions, where we observe vertical, lateral and temporal variations in the
strain rate. At times much greater than the load growth time, the stress d
istribution in the lithosphere is independent of the loading rate and depen
ds on the load magnitude only in that portion of the lithosphere that yield
s to frictional slip. After loading ceases, residual creep zones develop (i
n the vicinity of the brittle-plastic transition and the elastic-creep tran
sition), driven by high stress in these regions.