Bond-slip behaviour between GFRP/steel bars and seawater concrete after exposure to environmental conditions

H Kazemi, M Yekrangnia, M Shakiba, M Bazli… - Engineering …, 2022 - Elsevier
Corrosion resistant FRP reinforced seawater concrete structures are attractive alternatives to
conventional steel reinforced normal concrete structures. In this experimental study, the …

[HTML][HTML] Short-term durability of GFRP stirrups under wet-dry and freeze–thaw cycles

M Shakiba, A Hajmoosa, M Mahmoudi, M Bazli… - … and Building Materials, 2023 - Elsevier
GFRP stirrups are a promising alternative to conventional steel stirrups due to their non-
corrosive nature. However, their performance under cyclic exposure to wet-dry and freeze …

Simulation of concrete cracking and chloride diffusion under uniaxial compression

J Ying, H Yan, J Huang, B Chen - Journal of Building Engineering, 2024 - Elsevier
The dispersion and randomness of concrete cracking under compressive loads make it
challenging to predict the diffusion rate of chloride ions. In this paper, the cohesive element …

Tensile strength retention of glass fibre-reinforced stirrups subjected to aggressive solutions: effect of environmental condition, stirrup shape and stirrup diameter

A Hajmoosa, M Mahmoudi, M Ebrahimzadeh… - Materials and …, 2024 - Springer
The aim of this study was to examine how the tensile strength of glass fibre reinforced
polymer stirrups is affected by different types of solutions, including alkaline, seawater, tap …

Investigating the chloride ion resistance of cracked concrete through Reverse-seepage and Saturation based Action Anti-corrosion Tech (RS-AAT): Experimental and …

J Ding, S He, R Huang, L Xiao, G Mei - Construction and Building Materials, 2023 - Elsevier
This study investigates the chloride ions transport in cracked concrete with the impact of RS-
AAT (Reverse-seepage and Saturation based Action Anti-corrosion Tech) in the …

Evaluation of residual flexural behavior of corroded fiber-reinforced super workable concrete beams

J Wei, N Farzadnia, A Addai-Nimoh… - Cement and Concrete …, 2023 - Elsevier
This study investigates the effect of macro synthetic fiber (MSF) volume and crack widths on
corrosion of the reinforcing bars and residual flexural behavior of fiber-reinforced super …

Effect of chloride penetration on CFRP sheet, CFRP‐concrete interface, and CFRP‐strengthened concrete beams

P Wang, X Han, Y Wang, F Jiang, T Zhao… - Structural …, 2023 - Wiley Online Library
Whether the performance of carbon fiber‐reinforced polymer (CFRP)‐strengthened concrete
structure is affected by chloride penetration is the key to the application under chloride …

[HTML][HTML] Experimental study on the pullout behavior of steel rebars in masonry shotcreted layer

H Sabouri, M Yekrangnia - Results in Engineering, 2024 - Elsevier
Unreinforced masonry (URM) buildings are quite popular worldwide due to their low
construction costs, despite being susceptible to significant damage even from moderate …

Experimental study on seismic performance of squat RC shear walls reinforced with hybrid steel and GFRP rebars

SM Hosseini, M Yekrangnia, M Shakiba, M Bazli… - Structures, 2024 - Elsevier
This laboratory study investigates the effect of using steel and glass fiber reinforced polymer
(GFRP) rebars in shear walls with aspect ratios less than two. The study evaluates six full …

[HTML][HTML] Asymmetric deterioration of reinforced concrete marine piles subjected to nonuniformly localized corrosion: Experimental study

Z Li, Y Liu, T Guo, F Zhou, F Liang, S Deng… - Case Studies in …, 2024 - Elsevier
Reinforced concrete (RC) marine piles usually suffer from local stiffness deterioration
caused by chloride attack in splash and tidal zones. Moreover, pre-existing concrete cracks …