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Cracking due to restrained shrinkage deformations affects the durability and structural performance of concrete structures negatively.
The structural performance of concrete structures reinforced using glass-fiber-reinforced-polymer (GFRP) rebars is sometime compromised by debonding failure.
Prediction of shrinkage and creep is important for evaluating the time-dependent effects on the structural performance of concrete structures.
As a result of extensive research work performed on durability design and long-term performance of concrete structures in marine environments, new procedures for probability-based durability design have been shown to provide a more realistic basis for the analysis.
As well-known, axial compression ratio and reinforcement ratio play an important role on the seismic performance of concrete structures.
However, the performance of concrete structures strengthened with TRC under a corrosion environment requires further research.
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The environmental performances of concrete structures have been largely investigated in the last years.
Several numerical simulations are presented at the end of the paper, whose results allow for validating the capability of the proposed model for reproducing the typical nonlinear performances of concrete structures under different monotonic and cyclic load conditions.
Two nondestructive testing methods for performance monitoring of concrete structures are Impact Echo (IE) and Ultrasonic Surface Waves (USW).
This allows us to propose a 'safe' lower bound for calcium depleted cement-based composites, which may serve for the durability performance design of concrete structures subjected to calcium leaching-one critical design scenario of e.g. nuclear waste storage systems.
The corrosion of steel bars due to carbonation is a major factor affecting the durability of reinforced concrete, thereby decreasing the long-term performance and safety of concrete structures.
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CEO of Professional Science Editing for Scientists @ prosciediting.com