Combined influence of waste steel fibre and fly ash on rheological and mechanical performance of fibre-reinforced concrete
Author:
Affiliation:
1. Department of Building Engineering and Construction Management, Khulna University of Engineering and Technology, Khulna 9203, Bangladesh
2. School of Built Environment, Western Sydney University, Penrith, NSW 2751, Australia
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/14488353.2020.1857927
Reference52 articles.
1. ACI Committee 318. 1999. “Building Code Requirements for Structural Concrete (ACI 318-99) and Commentary (318R-99).” Farmington Hills, MI: American Concrete Institute.
2. ACI Committee 363. 1992. “State-of-the Art Report on High Strength Concrete (ACI 363R-92).” Farmington Hills, MI: American Concrete Institute.
3. Effects of curing types, fly ash fineness and fibre lengths on mechanical and impact properties of steel fibre reinforced concretes
4. Use of steel fibres recovered from waste tyres as reinforcement in concrete: Pull-out behaviour, compressive and flexural strength
5. Mechanical and dynamic properties of coconut fibre reinforced concrete
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