Sentence examples for models of corrosion from inspiring English sources

Currently, damage models are either probabilistic (define the occurrence, growth or death of pits as probability functions) or empirical (define a single relationship between mass loss in a given state on the basis of measured data) in nature, but new experimental and modelling research is being undertaken to develop first-principle models of corrosion under established oxide films.

The paper prepares models of corrosion processes in superheaters of supercritical boilers.

By using the third-moment (TM) method with improved analytical solutions, the stochastic models of corrosion initiation of reinforcing steel, along with the consequent surface cracking of concrete cover are proposed.

The probabilistic model of pitting corrosion for strands is then combined with a non-linear Finite Element Analysis and probabilistic models of corrosion initiation and propagation to study the spatial and temporal effects of pitting corrosion on a typical pretensioned prestressed concrete bridge girder.

This study provides a comprehensive and critical analysis for the analytical and numerical models of corrosion-induced cover crack initiation for both uniform and non-uniform corrosion.

A probabilistic model to include the effect of inaccurate modeling of corrosion on the beam bearing capacity is developed.

The paper concludes with a discussion of an integrated model of corrosion pit nucleation and growth followed by fatigue crack growth to failure.

It is often suggested that molecular modeling of corrosion inhibitors can eventually lead to a more rational design of new superior inhibitors, but physically sound and predictive descriptors that would be generally applicable are still missing.

The differential equation with respect to the internal expansion stress is derived by virtue of chemical reaction rate on delayed ettringite formation, and a new chemo-mechanical model of corrosion damage in concrete under sulfate attack is then proposed.

This deep experimental investigation involving a variety of material and environmental variables under a wide spectrum of boundary conditions will help in better understanding and will open several significant future prospects of research in the modeling of corrosion under limited oxygen availability.

This paper presents the results of 3D finite element (FE) modelling of corrosion-damaged reinforced concrete (RC) beams strengthened in flexure with externally-bonded composites.