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This causes degradation of concrete leading to ingress of deleterious substances into concrete, resulting in deterioration of structures.
Stochastic modeling of deterioration of structures at the scale of the life of the construction is the subject of this study.
The corrosion of steel reinforcement in concrete and the resulting deterioration of structures prompted research on fiber reinforced polymers (FRP) as potential reinforcement for concrete members, for use in new construction.
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This is required in case of increasing the applied loads, design and construction errors, updating of existing codes, or reduction of strength due to the deterioration of structure over time.
For example, neurodegenerative disorders such as Alzheimer's disease, Parkinson's disease, and amyotrophic lateral sclerosis (ALS) are conditions marked by the progressive deterioration of structure and function leading to neuronal death.
Characterization of randomness and spatial variability of material properties, loading or deterioration processes of structures, from inspection, is a very challenging task that concentrates the improvement of Non Destructive Testing (NDT) tools on more efficient and higher structural coverage.
Concrete cracking usually is an unavoidable phenomenon in reinforced concrete (RC) structures and has a significant effect on chloride diffusion and thus the deterioration of the structures.
The deterioration of concrete structures is a major problem in many countries throughout the world.
Drying shrinkage can be a major reason for the deterioration of concrete structures.
In this chapter, the application of FE models to assess the deterioration of concrete structures is discussed.
Corrosion of steel rebars is known to cause deterioration of concrete structures that can lead to catastrophic failures.
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