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|Title:||Structural behaviour of ultra-high performance fibre reinforced concrete columns subjected to eccentric loading|
Mohamed Sadakkathulla, M.A.
|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|
|Series/Report no.:||IABSE Symposium Report|
|Conference Name:||IABSE Conference – Structural Engineering: Providing Solutions to Global Challenges (23 Sep 2015 - 25 Sep 2015 : Geneva, Switzerland)|
|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|
|Appears in Collections:||Civil and Environmental Engineering publications|
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