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

• Published in: Construction & building materials 2018-11, Vol.190, p.1226-1235
• Main Authors: Tripathi, Mayank, Dhakal, Rajesh P., Dashti, Farhad, Massone, Leonardo M.
• Format: Article
• Language: English
• Subjects: Buckling; Fatigue life; Hysteresis; Hysteresis (Physics); Low-cycle fatigue; Mechanical properties; Reinforced concrete; Reinforcing bars
• ISSN: 0950-0618; 1879-0526
• DOI: 10.1016/j.conbuildmat.2018.09.192

•Low-cycle fatigue life of Grade 300E and 500E reinforcing bars.•Effect of buckling on low-cycle fatigue behaviour of reinforcing bars.•Low-cycle fatigue model incorporating the effect of buckling.•Effect of mean strain ratio on fatigue response of bars. Low-cycle fatigue life of Grade 300E and 500E reinforcing bars including the effect of buckling is evaluated. Low-cycle fatigue tests are carried out on un-machined specimens subjected to constant axial strain loading with strain amplitude ranging from 1% to 5%. The experimental test observations suggest that buckling of reinforcing bars has detrimental effect on its fatigue life and increase in slenderness ratio of the reinforcing bars results in substantial reduction of their low-cycle fatigue life. Equations relating the fatigue life (i.e. number of reversals to failure) with total strain amplitude and total energy dissipated as a function of buckling parameter is proposed. Also, experimental tests are carried out to investigate the influence of mean strain ratio on low-cycle fatigue behaviour of reinforcing bars. Comparative evaluation of the fatigue life models with the results of experimental investigation shows that the proposed model can predict the fatigue life of buckled and unbuckled reinforcing bars with reasonable accuracy.