When operating within the environments rich with sodium chloride, steel bars of reinforced
concrete structures are often subject to corrosion caused by surrounding erosive materials …

Non-uniform corrosion of reinforcement causes concrete cracking in chloride contaminated
RC structures. Due to an interaction existed between the concrete cover cracking and the …

To investigate the influence of corroded steel bars on seismic performance of reinforced
concrete (RC) columns, eight full-scale RC columns were designed and fabricated, which …

Chloride-induced corrosion causes insidious deterioration in reinforced concrete structures.
Conventional numerical models for corrosion expansion ignore the penetration of rust into …

In the chloride-rich environment, reinforced concrete (RC) structures may suffer from
different types of non-uniform rebar corrosion (NURC). The effect of different types of non …

This paper describes a study on finite element modeling (FEM) carried out on the ABAQUS
platform for the prediction of flexural strength of corrosion-damaged reinforced concrete …

The article conducts a comprehensive examination of various aspects related to rebar
corrosion, encompassing the corrosion mechanism, its implications on design criteria, the …

The modeling of loss of bond between reinforcing bars (rebars) and concrete due to
corrosion is useful in studying the behavior and prediction of residual load bearing capacity …

This paper introduces a new approach for FE modelling of 1D steel inclusions within a 3D
concrete domain. Reinforcements modelled with 1D meshes, when included in 3D domains …

This paper presents the application of interval algebra in affine formulation to assess
damage propagation in test reinforced concrete elements subjected to accelerated corrosion …