Development of the mechanical properties of an Ultra-High Performance Fiber Reinforced Concrete (UHPFRC)

By K. Habel, M. Viviani, E. Denarié, E. Brühwiler. 2006

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Development of Ultra-High Performance Fibre Reinforced Concrete (UHPFRC): Towards an efficient utilization of binders and fibres (2015, background): “[30]), without considering the efficiency of the used fibres.”
Ultra-High Performance Concrete: Mechanical Performance, Durability, Sustainability and Implementation Challenges (2016, background): “4.2 Setting Time According to Habel et al. (2006), the setting time of UHPC is defined as ‘‘the time when the mixture attains a stiffness of 1000 MPa (145 ksi) and autogenous shrinkage initiates’’.”
Effect of drying conditions on autogenous shrinkage in ultra-high performance concrete at early-age (2011, methodology): “The high SF content was chosen within the optimum SF content recommended by [12, 13] and used in a wide range of UHPC applications to achieved the required mechanical properties [14, 15 ] According to the suggestions of [16], coarse aggregate was not used.”