Electrical resistivity measurements for nondestructive evaluation of chloride-induced deterioration of reinforced concrete—a review

KPV Robles, JJ Yee, SH Kee - Materials, 2022 - mdpi.com
The objective of this study is to review, evaluate, and compare the existing research and
practices on electrical resistivity as a nondestructive technique in evaluating chloride …

[HTML][HTML] Inelastic buckling of reinforcing bars: a state-of-the-art review of existing models and opportunities for future research

MM Kashani - Construction and Building Materials, 2024 - Elsevier
Despite the substantial steps made in understanding the mechanics of reinforced concrete
structures, effectively addressing, and mitigating inelastic buckling remains a complex and …

Tensile behavior of naturally and artificially corroded steel bars

YC Ou, YTT Susanto, H Roh - Construction and Building Materials, 2016 - Elsevier
The tensile behaviors of corroded steel bars are important in the capacity evaluation of
corroded reinforced concrete structures. However, information on the tensile behaviors of …

Phenomenological hysteretic model for corroded reinforcing bars including inelastic buckling and low-cycle fatigue degradation

MM Kashani, LN Lowes, AJ Crewe… - Computers & Structures, 2015 - Elsevier
A new phenomenological hysteretic model for reinforcing bars with and without corrosion
damage is presented. The model simulates buckling of reinforcement, deterioration in post …

Seismic resistance of the corroded bimetallic steel bar under different strain amplitudes

J Hua, H Fan, W Yan, N Wang, X Xue… - Construction and Building …, 2022 - Elsevier
To evaluate seismic resistance of concrete structures with bimetallic steel bars (BSBs) over
the entire life cycle, it is important to clarify effects of corrosion ratio and fatigue strain …

Nonlinear fibre element modelling of RC bridge piers considering inelastic buckling of reinforcement

MM Kashani, LN Lowes, AJ Crewe, NA Alexander - Engineering Structures, 2016 - Elsevier
An advanced modelling technique is developed to model the nonlinear cyclic response of
circular RC columns using fibre-based section discretisation method. A comparison between …

Experimental study on the seismic performance of prestressed concrete beams under low-cycle reciprocating load and simulated acid rain corrosion environment

K Xu, L Huang, L Zhang, H Xu, D Zhu, P Li - Construction and Building …, 2023 - Elsevier
The corrosive environment of acid rain affects the durability of prestressed concrete
structures as well as their performance under seismic loading. Therefore, prestressed …

Exploring the impact of chloride-induced corrosion on seismic damage limit states and residual capacity of reinforced concrete structures

E Afsar Dizaj, R Madandoust… - Structure and …, 2018 - Taylor & Francis
A non-linear finite element (FE) framework for time-dependent capacity assessment of
corroded rectangular reinforced concrete (RC) columns is developed. The proposed non …

Time-dependent combined index seismic resilience assessment of shear-critical RC bridge piers with height-varying corrosion

Y Li, Z Sun, Y Li, J Dong, W He - Engineering Structures, 2024 - Elsevier
A comprehensive probabilistic assessment framework and methodology for evaluating the
seismic resilience of in-service bridge structures have been developed, utilizing a …

Time‐dependent cyclic behavior of reinforced concrete bridge columns under chlorides‐induced corrosion and rebars buckling

A Pelle, B Briseghella, AV Bergami… - Structural …, 2022 - Wiley Online Library
This study presents the results of a refined numerical investigation meant at understanding
the time‐dependent cyclic behavior of reinforced concrete (RC) bridge columns under …