Low-cycle fatigue performance of high-strength steel reinforcing bars considering the effect of inelastic buckling

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High-Strength Steel Reinforcement (ASTM A1035/A1035M Grade 690): State-of-the-Art Review

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Bar buckling in ductile RC walls with different boundary zone detailing: Experimental investigation

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Concrete Columns Reinforced with High-Strength Steel Subjected to Reversed Cycle Loading

(2018) Yizhu Li et al.   ACI STRUCTURAL JOURNAL

Low-cycle fatigue behaviour of reinforcing bars including the effect of inelastic buckling

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Cyclic Loading for RC Bridge Columns Considering Subduction Megathrust Earthquakes

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Seismic Performance of High-Strength Steel RC Bridge Columns

(2016) Andre R. Barbosa et al.   Journal of Bridge Engineering

Influence of inelastic buckling on low-cycle fatigue degradation of reinforcing bars

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Case Study on the Effect of 690 mpa (100 ksi) Steel Reinforcement on Concrete Productivity in Buildings

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Low-cycle fatigue life behaviour of BS 460B and BS B500B steel reinforcing bars

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Evaluation of the Low-Cycle Fatigue Life in ASTM A706 and A615 Grade 60 Steel Reinforcing Bars

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