Low-cycle fatigue behaviour of reinforcing bars including the effect of inelastic buckling
Author
dc.contributor.author
Tripathi, Mayank
Author
dc.contributor.author
Dhakal, Rajesh
Author
dc.contributor.author
Dashti, Farhad
Author
dc.contributor.author
Massone, Leonardo
Admission date
dc.date.accessioned
2019-05-31T15:21:01Z
Available date
dc.date.available
2019-05-31T15:21:01Z
Publication date
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2018
Cita de ítem
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Construction and Building Materials, Volume 190, 30 November 2018, Pages 1226-1235
Identifier
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09500618
Identifier
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10.1016/j.conbuildmat.2018.09.192
Identifier
dc.identifier.uri
https://repositorio.uchile.cl/handle/2250/169478
Abstract
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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.