Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/101972
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Type: Conference paper
Title: Structural behaviour of ultra-high performance fibre reinforced concrete columns subjected to eccentric loading
Author: Singh, M.
Mohamed Sadakkathulla, M.A.
Sheikh, A.H.
Citation: Proceedings of IABSE Conference 2015: Structural Engineering: Providing Solutions to Global Challenges, 2015 / vol.105, pp.1523-1529
Publisher: International Association for Bridge and Structural Engineering
Issue Date: 2015
Series/Report no.: IABSE Symposium Report
ISBN: 9783857481406
ISSN: 2221-3783
Conference Name: IABSE Conference – Structural Engineering: Providing Solutions to Global Challenges (23 Sep 2015 - 25 Sep 2015 : Geneva, Switzerland)
Statement of
Responsibility: 
Manpreet Singh, M.S. Mohamed Ali, A.H. Sheikh
Abstract: An 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.
Keywords: Ultra-high performance concrete; columns; beams
Rights: Copyright status unknown
RMID: 0030048768
DOI: 10.2749/222137815818358899
Appears in Collections:Civil and Environmental Engineering publications

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