journal article·2005-03

Distribution of steel fibres in rectangular sections

David Dupont, Lucie Vandewalle

Cement and Concrete Composites· Volume 27· Issue 3
Publisher page

Abstract

Abstract In this paper a calculation method is explained to predict the total number of fibres crossing a rectangular section. The largest part of the paper deals with the theoretical calculation of an orientation factor. The orientation factor is defined here as the average length of the projection on the longitudinal axis of all fibres crossing a section, divided by the fibre length. Once the orientation factor is found, a simple calculation gives the number of fibres crossing a crack. Since the proposed approach is to a large extent new, there is a need for verification with test results. For this reason a fibre counting was done on 107 Rilem beam specimens, involving different fibre types. The comparison with the calculated number of fibres shows that the model provides good predictions of the number of fibres crossing a section.
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Metal Forming Simulation Techniques · Structural Load-Bearing Analysis · Fatigue and fracture mechanics

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References (12)

Show source-provided references
1. Rilem TC162-TDF, Test and design methods for steel fibre reinforced concrete: Bending test. Mater Struct 2000;33(March):75–81
2. Van Gysel A. Studie van het uittrekgedrag van staalvezels ingebed in een cementgebonden matrix met toepassing op staalvezelbeton onderworpen aan buiging. Doctoral thesis at University of Ghent (Belgium), 2000, p. IV99–VI2
3. Stroeven P. Steel fibre reinforcement at boundaries in concrete elements. In: Proceedings of the Third International Workshop on High Performance Fiber Reinforced Cement Composites (HPFRCC3), Mainz (Germany), 16–19 May 1999, p. 413–21
4. Effectiveness of steel wire reinforcement in a boundary layer of concrete
5. Fibre spacing and specific fibre surface
6. Kooiman AG. Modelling steel fibre reinforced concrete for structural design. Doctoral Thesis at the Technical University of Delft (The Netherlands), 2000, p. 87–106
7. Stroeven P. Local strength reduction at boundaries due to non-uniformity of steel fibre distribution. In: Proceedings of the international conference “Specialist Techniques and Materials for Concrete Construction”, Dundee (UK), 8–10 September 1999, p. 377–8710.1680/stamfcc.28258.0035 ↗
8. Use of radiography-image analysis for steel fibre reinforced concrete
9. A micromechanical model of tension-softening and bridging toughening of short random fiber reinforced brittle matrix composites10.1016/0022-5096(91)90043-N ↗
10. Distribution and orientation of fibers in steel fiber reinforced concrete
11. Grunewald S, Walraven JC. High strength self-compacting fibre reinforced concrete: behaviour in the fresh and hardened state. FIB Conference Leipzig, 2002
12. Gettu R, Barragan Bryan B, Gardner Diane, Ferreira Luiz Eduardo T. Study of the distribution and orientation of fibres in cast cylinders. Internal report of universitat politècnica de Catalunya (Spain), 2000