Effect of degree of corrosion on the properties of reinforcing steel bars

By A. Almusallam. 2001

600 citations recorded by the source corpus.

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Phenomenological hysteretic model for corroded reinforcing bars including inelastic buckling and low-cycle fatigue degradation (2015, background): “The effect of corrosion damage on the mechanical properties of reinforcing bars has been investigated by several researchers [40-44].”
Seismic resilience of concrete structures under corrosion (2015, unknown): “The corrosion process causes also a reduction of steel ductility [53, 54].”
Corrosion effects on the mechanical properties of reinforcing steel bars. Fatigue and σ–ε behavior (2015, result): “Previous studies [1,3,11] already reported a decreasing behaviour of the elastic and ultimate 199 stresses of corroded bars, however, in those studies a linear relationship with the corrosion degree 200 was stated.”
Pitting corrosion and structural reliability of corroding RC structures: Experimental data and probabilistic analysis (2008, unknown): “While many studies report some reduction of ductility of steel reinforcement due to pitting corrosion [16,20,28], other researchers [4,27] found complete loss of ductility and brittle fracture in corroded reinforcing bars after only a 20% section loss.”