Utilization of Ultra-high Performance Fibre Concrete (UHPFC) for Rehabilitation – A Review

Author:

Tayeh Bassam A.,Bakar B. H. Abu,Johari M. A. Megat,Voo Yen Lei

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference39 articles.

1. Retrofitting of reinforced concrete beams with CARDIFRC;Alaee FJ;Journal of Composites for Construction,2003

2. Fracture model for flexural failure of beams retrofitted with CARDIFRC;Alaee FJ;Journal of Engineering Mechanics,2003

3. ASTM-C1018 (1997). Standard Test Method for Flexural Toughness and First-Crack Strenght of Fiber- Reinforced Concrete (Using Beam With Third-Point Loading), ASTM. West Conshohocken, PA 19428-2959, United States.

4. ASTM-C882 (1998).Standard Test Method for Bond Strenght of Epoxy-Resin Systems Used With Concrete by Slant Shear, West Conshohocken, PA 19428.

5. Brühwiler E, Denariė E (2008). Rehabilitation of concrete structures using Ultra-High Performance Fibre Reinforced Concrete.The Second International Symposium on Ultra High Performance Concrete, Kassel, Germany.

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