Structural behaviour of ultra-high performance fibre reinforced concrete columns subjected to eccentric loading
Date
2015
Authors
Singh, M.
Mohamed Sadakkathulla, M.A.
Sheikh, A.H.
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Conference paper
Citation
Proceedings of IABSE Conference 2015: Structural Engineering: Providing Solutions to Global Challenges, 2015, vol.105, pp.1523-1529
Statement of Responsibility
Manpreet Singh, M.S. Mohamed Ali, A.H. Sheikh
Conference Name
IABSE Conference – Structural Engineering: Providing Solutions to Global Challenges (23 Sep 2015 - 25 Sep 2015 : Geneva, Switzerland)
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.
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