Evaluating steel fiber‐reinforced self‐consolidating concrete performance. (27th August 2019)

• Record Type: Journal Article
• Authors: da Silva, Gisele C. S.; Christ, Roberto; Pacheco, Fernanda; de Souza, Camila F. N.; Gil, Augusto M.; Tutikian, Bernardo F.
• Is Part Of: Structural concrete. Volume 21:Number 1(2020)
• Page Start: 448
• Page End: 457
• Publication Date: 2019-08-27
• Subjects: fiber‐reinforced self‐consolidating concrete -- flexural toughness -- steel fibers; Reinforced concrete -- Periodicals; 624.1834
• DOI: 10.1002/suco.201900141
• Languages: English
• ISSNs: 1464-4177

Abstract

Abstract: The fiber‐reinforced self‐compacting concrete (FR‐SCC) is considered a high‐performance material, clustering characteristics of SCC combined with steel fibers. This paper assessed fresh and hardened state properties of a reference SCC and a FR‐SCC with fibers of three types and three quantities of reinforcement, totalizing 10 mixtures. Fresh state properties of the mixture were evaluated through the tests of slump‐flow, flow rate, filling ability, plastic viscosity by V‐funnel, passing ability by J‐ring and by L‐box; and hardened properties comprised compressive strength, flexural strength, and flexural toughness. Overall, it was observed that increasing the amount and length of fibers hindered the mixture workability. Also, the flexural strength and flexural toughness increased as the length and the amount of fibers increased. Regarding mechanical properties, it was not possible to identify an equivalence between the types of fibers evaluated and the compressive strength of mixtures. The flexural was proportional to the amount of fibers, with increases of up to 30% for concretes with fibers.