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All indicator parameters for both sludge receival and control reactors followed a similar trend.
The computed slip activities are then used to arrive at extreme value distributions (EVDs) of fatigue indicator parameters (FIPs).
Fatigue indicator parameters (FIPs) within the micromechanical framework are calibrated for the prediction of microstructure-sensitive fatigue crack initiation (FCI).
Regarding the structural point of view, some important indicator parameters are also found to be important for aromatase inhibitory activity.
The simulations employ fatigue indicator parameters (FIPs) computed over finite volumes that relate to processes of fatigue crack formation and early growth at the scale of individual grains.
To capture the dynamics of river groundwater interaction, indicator parameters that can serve as proxies for river water infiltration need to be derived.
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Selecting the COP as the preferred indicator parameter, optimization was then carried out.
The model is based in the determination of the maximum value of a fatigue indicator parameter obtained from the plastic energy dissipated by cycle in the microstructure.
The simulation of cyclic loading with numerous of these statistically equivalent RVEs results in fatigue indicator parameter (FIP) fields which differ from one RVE to the other.
A thermo-mechanical fatigue indicator parameter, with stress triaxiality and temperature taken into account, is developed to predict fatigue crack initiation.
The fatigue indicator parameter was obtained by means of the computational homogenization of a representative volume element of the microstructure using a crystal-plasticity finite element model.
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