Hypo-IGS¶
Hypoplasticity combined with the intergranular-strain (IGS) extension. The model uses the classical hypoplastic sand backbone and augments it with an internal intergranular-strain tensor to improve the small-strain stiffness, stiffness degradation after strain reversals and cyclic response. In numgeo-ACT it is exposed as a separate model class so that the IGS parameters can be calibrated directly against monotonic and cyclic laboratory tests.
At a glance
- Class:
ACT.models.hypoplasticity_igs - numgeo name:
Hypo-IGS - Parameters with search bounds: 13
- Imported as:
from ACT.models import hypoplasticity_igs
Default search bounds¶
These are the built-in lower/upper bounds used when a parameter is optimized. Override any of them with set_bounds.
| Parameter | Lower | Upper | Description |
|---|---|---|---|
phic |
25 | 45 | critical-state friction angle in degrees |
hs |
1e-3 | 45 | granulate hardness in GPa |
n |
0.1 | 0.5 | compression exponent |
ed |
0.36 | 1.0 | minimum void-ratio factor \(e_{d0}\) |
ec |
0.5 | 1.5 | critical void-ratio factor \(e_{c0}\) |
fei |
1.05 | 1.25 | maximum-to-critical void-ratio factor \(e_{i0}/e_{c0}\) |
alpha |
0.0 | 0.5 | pyknotropy / density exponent |
beta |
0.1 | 6.0 | barotropy exponent |
mR |
2.0 | 10.0 | IGS stiffness factor after strain reversal |
mT |
1.1 | 10.0 | IGS stiffness factor for continued loading |
R |
4.9e-5 | 2.0e-4 | size of the intergranular-strain locus |
betaR |
0.05 | 1.4 | IGS degradation parameter |
chi |
0.4 | 7.0 | IGS degradation exponent |
Setting parameters¶
Assign initial / fixed parameter values with set(...):
from ACT.models import hypoplasticity_igs
model = hypoplasticity_igs()
model.set(phic=32.0, fei=1.15, ec=0.9, ed=0.55, hs=4.0, n=0.27)
Full set signature
set(phic=None,fei=None,ec=None,ed=None,hs=None,n=None,alpha=None,beta=None,
mR=None,mT=None,R=None,betaR=None,chi=None,
phantom_E=None, phantom_nu=None, pmin=None, integrator=None)
Available set parameters: phic, fei, ec, ed, hs, n, alpha, beta, mR, mT, R, betaR, chi, phantom_E, phantom_nu, pmin, integrator.
Choosing free parameters¶
Narrow the search interval of selected parameters, then list the ones to optimize in globals.setup:
model.set_bounds(phic=[30.0, 38.0], ec=[0.75, 1.05], ed=[0.45, 0.70], hs=[0.5, 15.0])
globals.setup(Model=model, Free_parameter=["phic", "ec", "ed", "hs", "n", "alpha", "beta"], ...)
Parameters that accept a set_bounds override: phic, fei, ec, ed, hs, n, alpha, beta, mR, mT, R, betaR, chi.
Dependent mT option¶
Hypo-IGS has one special calibration mode for the intergranular-strain stiffness parameters. If mR is included in Free_parameter but mT is not included, ACT does not use the initial value of mT as an independent fixed value. Instead, the effective value is calculated during every numgeo back-calculation as
This mode is useful when only the reversal stiffness factor should be optimized and the continued-loading stiffness factor should follow a fixed ratio. The dependency is now also reflected in the text log and PDF report: mT is shown with status dependent, and the reported initial and final mT values are computed from the corresponding mR values.
from ACT.models import hypoplasticity_igs
from ACT import globals
model = hypoplasticity_igs()
model.set(mR=3.0, mT=99.0) # mT is ignored in the dependent mode below
globals.setup(
Model=model,
Free_parameter=["mR", "R", "betaR", "chi"],
# ... experimental tests, weights and path ...
)
# During ACT calibration and reporting, the effective value is mT = 0.7*mR.
If both mR and mT are included in Free_parameter, both parameters are optimized independently. If only mT is included, mR remains fixed and the usual constraint mT <= mR is checked.
Initial state variables¶
Hypo-IGS writes the usual void-ratio state variable and initial intergranular-strain components. The default igsmode='classic' initializes the IGS tensor in the same spirit as the classical intergranular-strain extension. For isotropic compression and cyclic triaxial tests, the initial IGS magnitude is distributed isotropically; for oedometric and simple-shear tests the vertical component is initialized directly. A custom initial state supplied by the experimental test definition overrides this default.
Reading & updating single parameters¶
See the models overview for the common interface shared by all models, and Optimization for how the free parameters are searched.