Behaviour of steel fibre reinforced concrete under cyclic compressive loading

An experimental study was carried out to investigate the behaviour of steel fibre reinforced concrete under cyclic compressive loading. Cylindrical specimens containing two volume fractions (one percent and two percent) of steel fibres and plain concrete specimens were tested under uniaxial monotoni...

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Main Authors: Shukla, Mukesh, Choubey, U. B.
Format: Conference or Workshop Item
Language:English
Published: 2006
Subjects:
Online Access:http://eprints.utm.my/691/1/MukeshShukla2006_Behaviourofsteelfibrereinforcedconcrete.pdf
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author Shukla, Mukesh
Choubey, U. B.
author_facet Shukla, Mukesh
Choubey, U. B.
author_sort Shukla, Mukesh
collection ePrints
description An experimental study was carried out to investigate the behaviour of steel fibre reinforced concrete under cyclic compressive loading. Cylindrical specimens containing two volume fractions (one percent and two percent) of steel fibres and plain concrete specimens were tested under uniaxial monotonic and cyclic compressive loading to establish the stress-strain envelope curve, locus of common points and stability points. An analytical expression is established to represent these curves for SFRC. It was also observed that the permissible stress level depends on the plastic strain present in the material. The plastic strain curves are presented and a general form of second order equation is proposed to represent these curves.
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spelling utm.eprints-6912017-08-27T07:22:12Z http://eprints.utm.my/691/ Behaviour of steel fibre reinforced concrete under cyclic compressive loading Shukla, Mukesh Choubey, U. B. TA Engineering (General). Civil engineering (General) An experimental study was carried out to investigate the behaviour of steel fibre reinforced concrete under cyclic compressive loading. Cylindrical specimens containing two volume fractions (one percent and two percent) of steel fibres and plain concrete specimens were tested under uniaxial monotonic and cyclic compressive loading to establish the stress-strain envelope curve, locus of common points and stability points. An analytical expression is established to represent these curves for SFRC. It was also observed that the permissible stress level depends on the plastic strain present in the material. The plastic strain curves are presented and a general form of second order equation is proposed to represent these curves. 2006-09 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.utm.my/691/1/MukeshShukla2006_Behaviourofsteelfibrereinforcedconcrete.pdf Shukla, Mukesh and Choubey, U. B. (2006) Behaviour of steel fibre reinforced concrete under cyclic compressive loading. In: 6th Asia-Pacific Structural Engineering and Construction Conference, 5-6 September 2006, Kuala Lumpur, Malaysia. http://civil.utm.my/apsec2015/about-apsec/
spellingShingle TA Engineering (General). Civil engineering (General)
Shukla, Mukesh
Choubey, U. B.
Behaviour of steel fibre reinforced concrete under cyclic compressive loading
title Behaviour of steel fibre reinforced concrete under cyclic compressive loading
title_full Behaviour of steel fibre reinforced concrete under cyclic compressive loading
title_fullStr Behaviour of steel fibre reinforced concrete under cyclic compressive loading
title_full_unstemmed Behaviour of steel fibre reinforced concrete under cyclic compressive loading
title_short Behaviour of steel fibre reinforced concrete under cyclic compressive loading
title_sort behaviour of steel fibre reinforced concrete under cyclic compressive loading
topic TA Engineering (General). Civil engineering (General)
url http://eprints.utm.my/691/1/MukeshShukla2006_Behaviourofsteelfibrereinforcedconcrete.pdf
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