Structural behaviour of ultra-high performance fibre reinforced concrete columns subjected to eccentric loading

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dc.contributor.authorSingh, M.
dc.contributor.authorMohamed Sadakkathulla, M.A.
dc.contributor.authorSheikh, A.H.
dc.contributor.conferenceIABSE Conference – Structural Engineering: Providing Solutions to Global Challenges (23 Sep 2015 - 25 Sep 2015 : Geneva, Switzerland)
dc.date.issued2015
dc.description.abstractAn experimental investigation conducted on ultra-high performance fibre reinforced concrete (UHPFRC) columns is presented in this paper. The columns consisted of longitudinal and transverse reinforcement, tested under concentric and eccentric compressive loads with varying load eccentricities. The UHPFRC manufactured with locally available raw materials attained compressive strengths of 140 to 160MPa. The experimental data of axial load with lateral and axial deformations, mode of failure was obtained for each test. The cover spalling was not observed for all the columns. The interaction diagram of axial load-bending moment is established for compression members and is in good agreement with the test results.
dc.description.statementofresponsibilityManpreet Singh, M.S. Mohamed Ali, A.H. Sheikh
dc.identifier.citationProceedings of IABSE Conference 2015: Structural Engineering: Providing Solutions to Global Challenges, 2015, vol.105, pp.1523-1529
dc.identifier.doi10.2749/222137815818358899
dc.identifier.isbn9783857481406
dc.identifier.issn2221-3783
dc.identifier.orcidMohamed Sadakkathulla, M.A. [0000-0002-9164-8456]
dc.identifier.orcidSheikh, A.H. [0000-0002-2839-1707]
dc.identifier.urihttp://hdl.handle.net/2440/101972
dc.language.isoen
dc.publisherInternational Association for Bridge and Structural Engineering
dc.relation.ispartofseriesIABSE Symposium Report
dc.rightsCopyright status unknown
dc.source.urihttps://doi.org/10.2749/222137815818358899
dc.subjectUltra-high performance concrete; columns; beams
dc.titleStructural behaviour of ultra-high performance fibre reinforced concrete columns subjected to eccentric loading
dc.typeConference paper
pubs.publication-statusPublished

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