dc.creatorTripathi, Mayank
dc.creatorDhakal, Rajesh
dc.creatorDashti, Farhad
dc.creatorMassone, Leonardo
dc.date.accessioned2019-05-31T15:21:01Z
dc.date.available2019-05-31T15:21:01Z
dc.date.created2019-05-31T15:21:01Z
dc.date.issued2018
dc.identifierConstruction and Building Materials, Volume 190, 30 November 2018, Pages 1226-1235
dc.identifier09500618
dc.identifier10.1016/j.conbuildmat.2018.09.192
dc.identifierhttps://repositorio.uchile.cl/handle/2250/169478
dc.description.abstractLow-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.
dc.languageen
dc.publisherElsevier Ltd
dc.rightshttp://creativecommons.org/licenses/by-nc-nd/3.0/cl/
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 Chile
dc.sourceConstruction and Building Materials
dc.subjectBuckling
dc.subjectFatigue life
dc.subjectHysteresis
dc.subjectLow-cycle fatigue
dc.subjectReinforced concrete
dc.subjectReinforcing bars
dc.titleLow-cycle fatigue behaviour of reinforcing bars including the effect of inelastic buckling
dc.typeArtículo de revista


Este ítem pertenece a la siguiente institución