Bonding behaviour of arch-type steel fibres in a cementitious composite

• Published in: Composite structures Vol. 133; pp. 117 - 123
• Main Authors: Won, Jong-Pil, Lee, Jae-Ho, Lee, Su-Jin
• Format: Journal Article
• Language: English
• Published: Elsevier Ltd 01.12.2015
• Subjects: Arch type; Bend properties; Bend radius; Bend tests; Bond behaviour; Cements; Curvature; Fibres; Mathematical analysis; Pull-out; Steel fibers; Steel fibre; Toughness; Toughness; Steel fibre; Arch type; Pull-out; Bond behaviour
• ISSN: 0263-8223; 1879-1085
• DOI: 10.1016/j.compstruct.2015.07.074

The bond properties of arch-type steel fibres were evaluated in a cementitious composite according to the JCI SF-8 standard as a function of the arch characteristics of curvature radius (20, 25, 30 and 35mm) and bend length (0, 1.5, 2.5 and 3.5mm). Fibre pull-out was observed during the pull-out test for all specimens regardless of the curvature radius for bend lengths of 0 and 1.5mm, but pull-out or fracture of fibre was observed at bend lengths of 2.5 and 3.5mm. The maximum bond strength of all arch-type steel fibres, except that with a bend length of 0mm, was at least 1.5-times higher than for hooked-end-type steel fibres. The interfacial toughnesses of all specimens except those made with arch-type fibres having a bend length of 0mm did not exhibit fracture of the fibres; improved bond properties were demonstrated by toughnesses that were over double that with hooked-end type steel fibres. Excellent pull-out resistance of the arch-type steel fibres was maintained until the completion of pull-out after debonding, even after the peak load. This behaviour was attributed to frictional sliding and mechanical anchorage forces within the cement matrix that simultaneously operated over the entire fibre surface.