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The mould filling characteristics of fresh ultra-high performance concrete (UHPC) in a precast shell of large capping beams: a numerical study
The flow behaviour of Ultra-High Performance Concrete (UHPC) plays a critical role in determining its workability at the fresh stage, as well as its mechanical performance and durability after hardening. A three-dimensional computational model is established to simulate UHPC flow, in which the Herschel–Bulkley constitutive law is adopted to represent the nonlinear fresh state rheology of UHPC. The model is validated against L-box experiments, yielding an average relative error not exceeding 7.2%.
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