Flexural fatigue analysis of steel fibre reinforced concrete

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dc.contributor.authorGirish, M.G.
dc.contributor.authorChandrashekar, A.
dc.contributor.authorRavi Shankar, A.U.
dc.date.accessioned2026-02-05T09:35:06Z
dc.date.issued2012
dc.description.abstractThis paper presents the experimental investigation carried on Steel Fiber Reinforced Concrete (SFRC) subjected to repeated loading. The SFRC beam specimen of size 500mm × 100mm × 100mm containing mixed steel fibers of size 50mm × 2mm × 0.6mm and 0.5mm?× 30mm in different proportions were tested under two point flexural fatigue load at a frequency of 2Hz at various stress levels. The readings obtained from the flexural fatigue test were used to plot S-N diagram and also to perform statistical analysis using two parameter Weibull distributions. © 2012 CAFET-INNOVA TECHNICAL SOCIETY.
dc.identifier.citationInternational Journal of Earth Sciences and Engineering, 2012, 5, 5, pp. 1352-1357
dc.identifier.issn9745904
dc.identifier.urihttps://idr.nitk.ac.in/handle/123456789/26918
dc.subjectExperimental investigations
dc.subjectFlexural fatigue
dc.subjectRepeated loading
dc.subjectRigid pavements
dc.subjectS-N diagram
dc.subjectSteel fiber reinforced concretes
dc.subjectSteel fibre reinforced concrete
dc.subjectStress levels
dc.subjectTwo parameter
dc.subjectTwo-point
dc.subjectBending strength
dc.subjectFatigue testing
dc.subjectReinforced concrete
dc.subjectSteel fibers
dc.subjectWeibull distribution
dc.subjectLoading
dc.subjectfatigue
dc.subjectpavement
dc.subjectreinforced concrete
dc.subjectsteel structure
dc.subjectWeibull theory
dc.titleFlexural fatigue analysis of steel fibre reinforced concrete

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