It incorporates large deflections and rather large strains; thus an appropriate model should account for both geometric and material nonlinearities.
Such models should account for tire and pavement surface texture characteristics, and the influence of environmental factors.
The engineering process of these conceptual models should account for different phases addressing different areas of concern.
It is noted in particular that, in three-fluid phase systems, models should account for the existence of a residual NAPL saturation occurring after NAPL drainage.
In many circumstances, a model is required for prediction at a particular spatial scale (e.g. at a within-field scale for precision agriculture), and validation of the model should account for this.
In addition, network design models should account for factors such as (4) stockouts, by setting appropriate levels of safety stocks, or (5) capacity concerns, which may affect operating costs in the form of congestion costs.
This model should account for key features of the system, e.g., homogenous nature of Fe FeS solution, separation of Fe C S liquid in two immiscible layers and a decrease in solubility of graphite in iron melts with the addition of sulfur.
Nonetheless, the model should account for two important specificities that emerge from the historical trajectories of migration and the resulting regimes.
In order to study their mechanical response including final failure, an accurate model should account for the dominant damage mechanisms (e.g., fibre fracture, fibre kinking, matrix cracking and delamination) and complex interactions among them.
Another question that educators and researchers have debated is whether the statistical models should account for student characteristics that are linked to achievement for example, poverty, English ability and special-education status.
