Modelling Steel Fibre Reinforced Concrete for Structural Design

By A. Kooiman. 2000

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Ultra-High Performance Concrete: Mechanical Performance, Durability, Sustainability and Implementation Challenges (2016, background): “This was ascribed to the higher wall effect of fibers in smaller specimens (Kazemi and Lubell 2012; Magureanu et al. 2012; Wille and Parra-Montesinos 2012; Kooiman 2000).”
Inductive method for assessing the amount and orientation of steel fibers in concrete (2012, background): “Since the mean orientation of the fibers is proportional to the post-cracking strength of the steel fiber reinforced concrete (SFRC), several researchers have indirectly assessed the orientation of fibers by means of mechanical tests (Kooiman, 2000; Barragán, 2002; Grünewald, 2004).”
Fibre-reinforced Concrete for Industrial Construction - a fracture mechanics approach to material testing and structural analysis (2005, methodology): “(1995), Kooiman (2000), Meda et al. (2001), and Sousa et al. (2002). A more comprehensive review of different approaches is provided in Paper V.”