Cyclic constitutive model for high-strength concrete confined by ultra-high-strength and normal-strength transverse reinforcements

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dc.contributor.author Aslani, Farhad en_US
dc.contributor.author Nejadi, Shami en_US
dc.contributor.editor en_US
dc.date.accessioned 2012-03-06T10:46:15Z
dc.date.available 2012-03-06T10:46:15Z
dc.date.issued 2012 en_US
dc.identifier 2011001019 en_US
dc.identifier.citation Aslani Farhad and Nejadi Shami 2012, 'Cyclic constitutive model for high-strength concrete confined by ultra-high-strength and normal-strength transverse reinforcements', Engineers Media, vol. 12, no. 2, pp. 59-72. en_US
dc.identifier.issn 1328-7982 en_US
dc.identifier.other C1 en_US
dc.identifier.uri http://hdl.handle.net/10453/17483
dc.description.abstract In this paper, a cyclic constitutive model is developed for high-strength concrete (HSC) confined by ultra-high-strength and normal-strength transverse reinforcements (UHSTR and NSTR), with the intention of providing efficient modeling for the member and structural behavior of HSC in seismic regions. The model for HSC subjected to monotonic and cyclic loading, comprises four components; an envelope curve (for monotonic and cyclic loading), an unloading curve, a reloading curve, and a tensile unloading curve. It explicitly accounts for the effects of concrete compressive strength, volumetric ratio of transverse reinforcement, yield strength of ties, tie spacing, and tie pattern. Comparisons with test results showed that the proposed model provides a good fit to a wide range of experimental results. en_US
dc.language en_US
dc.publisher Engineers Media en_US
dc.relation.isbasedon en_US
dc.title Cyclic constitutive model for high-strength concrete confined by ultra-high-strength and normal-strength transverse reinforcements en_US
dc.parent Australian Journal of Structural Engineering en_US
dc.journal.volume 12 en_US
dc.journal.number 2 en_US
dc.publocation Australia en_US
dc.identifier.startpage 59 en_US
dc.identifier.endpage 72 en_US
dc.cauo.name FEIT.Faculty of Engineering & Information Technology en_US
dc.conference Verified OK en_US
dc.for 090506 en_US
dc.personcode 111027 en_US
dc.personcode 101256 en_US
dc.percentage 100 en_US
dc.classification.name Structural Engineering en_US
dc.classification.type FOR-08 en_US
dc.edition en_US
dc.custom en_US
dc.date.activity en_US
dc.location.activity en_US
dc.description.keywords cyclic constitutive model; high strength concrete; confined; ultra-high-strength transverse reinforcements; normal-strength transverse reinforcements. en_US
dc.staffid en_US
dc.staffid 101256 en_US


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