State-of-the-art review on the bond properties of corroded reinforcing steel bar

H Lin, Y Zhao, P Feng, H Ye, J Ozbolt, C Jiang… - … and Building Materials, 2019 - Elsevier
This review summarizes the latest research progress in regard to the bond behavior of
corroded reinforcing steel bar. The literature survey indicates that the previous studies …

3D meso-scale modelling of the bonding failure between corroded ribbed steel bar and concrete

M Liu, L Jin, F Chen, R Zhang, X Du - Engineering Structures, 2022 - Elsevier
Subjected to a corrosive environment, the macroscopic behavior of reinforced concrete
structures is closely related to the bond property between rebar and concrete. For assessing …

Interface shear strength between self-compacting concrete and carbonated concrete

X Zhang, W Zhang, Y Luo, L Wang, J Peng… - Journal of Materials in …, 2020 - ascelibrary.org
An experimental test is proposed to investigate the interface shear strength between
carbonated concrete substrate and self-compacting concrete (SCC) overlay. Thirty-nine Z …

Classification and prediction of deformed steel and concrete bond-slip failure modes based on SSA-ELM model

C Fan, Y Zheng, Y Wen, M Sun - Structures, 2023 - Elsevier
Bond-slip failure modes between reinforcement and concrete can seriously affect the load-
bearing performance and safety of reinforced concrete (RC) structures. The pull-out test is …

Flexural behavior of basalt fiber reinforced concrete beams: Finite element simulation with new constitutive relationships

JH Haido - Structures, 2020 - Elsevier
Concrete reinforced with fibers is widely utilized to attain noticeable durability in structures.
Basalt fibers recently manufactured from igneous basalt rocks have been found to be …

Experimental investigation on the cyclic behaviors of corroded coastal bridge piers with transfer of plastic hinge due to non-uniform corrosion

W Yuan, A Guo, H Li - Soil Dynamics and Earthquake Engineering, 2017 - Elsevier
Coastal bridge piers exposed to marine environments always suffer from non-uniform
corrosion along the elevation. Severe degradation in the splash and tidal zone would …

Time-dependent reliability analysis of reinforced concrete beams considering marine environmental actions

HY Guo, C Jiang, XL Gu, Y Dong, WP Zhang - Engineering Structures, 2023 - Elsevier
Under marine atmospheric environments, reinforced concrete (RC) structures may suffer
from structural deterioration induced by environmental actions, affecting structural …

Modelling of long-term performance of RC beams under coupling steel corrosion and bond deterioration

A Hussein, H Huang, Z Wu - Structures, 2023 - Elsevier
The steel-to-concrete bond deterioration due to corrosion in the reinforced concrete (RC)
structures still needs more investigation because the existing models were established …

Bond Deterioration between Corroded Reinforcing Bars with Variable Diameters and Concrete at Elevated Temperatures

C Liu, L Yan, J Zheng, J Miao, Y Liu - Journal of Structural …, 2023 - ascelibrary.org
The fire resistance of corroded reinforced concrete has attracted extensive attention, mainly
due to the frequent occurrence of fires in old structures. However, using the postfire bond …

Residual strength of concrete subjected to fatigue based on machine learning technique

W Zhang, D Lee, J Lee, C Lee - Structural Concrete, 2022 - Wiley Online Library
This study utilizes the machine learning technique to solve the complex fatigue problem of
concrete materials. To this end, several learning algorithms were addressed including the …