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The importance of the two-phase flow model relies upon the correct simulation of specific problems in which the passive tracer model fails; however, the mathematical and numerical models need to be improved in order to reproduce fluid-solid particle interactions of greater complexity.
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The fatigue analysis of large engineering structures using Fracture Mechanics is usually conditioned by the computationally expensive numerical models needed, leading to difficult use in dynamic analyses.
The full-scale experimental tests make it possible to validate and develop concepts and numerical models, needed for the proper implementation of Eurocode 8 prescriptions in the research and future design practice.
An additional and very relevant aim was to collect a large number of experimental results to supply useful information for the numerical models needed to simulate the dynamic behavior of composite laminates.
The results described here suggest that a numerical model needs to resolve the equatorial coastlines with sufficiently high resolution (<< 100 km).
To simulate atmospheric circulations, a parameterization scheme that computes the effects of such turbulent transport in the subgrid scale of a numerical model needs to be incorporated, unless the resolution is high enough to resolve turbulence.
To develop analytical prediction tools, however, reliability analytical and numerical models are needed.
Due to the low precision and invasiveness of measurement techniques, high performance numerical models are needed.
These results indicate that further revision for the 2-D numerical models is needed and that quantitative re-evaluation of the influence of advective cooling in the basaltic oceanic crust is essential.
Complementary advanced numerical models are needed to simulate the flexural behavior of CFST to extend the experimental research and develop predictive tools required for design and evaluation of structural systems.
Most of these studies are based on numerical models and thus need validation by experimental studies.
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