The Project focus on the development of a new design model for Ultra High Performance Fibre Reinforced Concrete (UHPFRC). The post cracking behaviour of the UHPFRC is hereby an important coefficient, which is necessary for the application of a refined material model. The load bearing behaviour of an UHPFRC girder with an external pre-stressing exposed to bending moments, shear forces and torsional moments will be investigated.
|Effective start/end date||1/09/13 → 30/10/16|
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