Analysis of Application of Gradient Concrete Models to Assess Concrete Cover Degradation Under Reinforcement Corrosion

The paper presents a comparative analysis of the application of two nonlocal gradient-formulated models to evaluate the concrete cover degradation time. Calculations were made taking into account the increase in the volume of the steel ring around the perimeter of the reinforcement bar. The results...

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Bibliographic Details
Main Authors: Yurkova Kseniya, Krykowski Tomasz
Format: Article
Language:English
Published: Sciendo 2023-12-01
Series:Architecture, Civil Engineering, Environment
Subjects:
Online Access:https://doi.org/10.2478/acee-2023-0055