Effect of ultra-high performance fibre-reinforced concrete and high-strength steel on the flexural behavior of reinforced concrete beams
Author(s) : Y. Li, C. Guertin-Normoyle, O. Algassem, H. Aoude
Paper category : Proceedings
Book title : UHPFRC 2017 Designing and Building with UHPFRC: New large-scale implementations, recent technical advances, experience and standards
Editor(s) : F. Toutlemonde & J. ResplendinoT.Ch.
Print-ISBN : 978-2-35158-166-7
e-ISBN : 978-2-35158-167-4
Publisher : RILEM Publications SARL
Publication year : 2017
Pages: 357 - 364
Total Pages : 8
Language : English
Abstract: This paper presents the results of a study examining the effect of UHPFRC and high-strength reinforcement on the flexural behaviour of reinforced concrete beams. As part of the study, two UHPFRC and two high-strength concrete (HSC) beams are tested under four-point flexural loading. In addition to the effect of concrete type (UHPFRC vs. HSC), the study examines the effect of reinforcement grade (normal vs. high-strength bars) on the flexural behaviour of the HSC and UHPFRC beams. The results show that the use of UHPFRC in beams results in increased load-resistance, stiffness, and overall performance when compared to conventional high-strength concrete. The behaviour of the beams is also shown to be affected by reinforcement type, with the combined use of UHPFRC and high-strength steel leading to improvements in beam performance.
Online publication : 2017
Publication type : full_text
Public price (Euros) : 0.00