A viscoelastic cohesive layer model has been implemented to simulate interlaminar delamination.
A three-layer model has been used to study the migration of sulphur from ENR to the latex filler phase.
To be refined without affecting costs, the equivalent single-layer model has variable kinematics and just five unknowns.
A generalized layer by layer model has been proposed to predict the thermal performance of the "Foam - Variable Density Multilayer Insulation combination" (FMLI) at different vacuum levels.
The cohesive layer model has been used to analyze void nucleations and coalescence of voids in metals through a constitutive relation that gives the dependence of the tractions on the relative separation across the cohesive layer.
A depletable micro-layer model has been developed for the simulation of nucleate pool boiling within the framework of Computational Fluid Dynamics (CFD) modeling using an interface-tracking method.
The comparison of the measured profiles of velocity, temperature, OH and CO concentrations with the results of the calculation based on the chemically reacting boundary layer model has revealed that the model adequately described both distributions of parameters in the boundary layer and their dependence on the boundary conditions and parameters of the free stream flow.
It is regarded that the dead layer in the three-layer model has almost no mobility [22].
Although seemingly incremental, the two-layer model has an attractive feature that is not available in a single-layer model detecting structure of haplotypes.
Because the structure of haplotypes is a ubiquitous phenomenon in genetic data, the two-layer model has many other potential applications: Using lower-cluster dosages, we can compute pairwise local haplotype sharing, defined as the probability of two haplotypes descending from the same lower clusters, which reflects genetic relatedness between haplotypes.
The three-layered model has eight input nodes which represent width, effective depth, volume fraction, fiber aspect ratio and shear span-to-depth ratio, longitudinal steel, compressive strength of concrete, and clear span-to-overall depth ratio.
