UHPFRC; DEEP BEAMS; SHEAR; STEEL FIBERS; KINEMATIC MODELLING
Abstract :
[en] A kinematic-based model for the ultimate shear behavior of UHPFRC deep beams was proposed. The model was validated using 23 tests. The model adequately predicts the shear strength with an average experimental-to-predicted ratio of 1.07 and a coefficient of variation of 14.7%.
Research Center/Unit :
UEE - Urban and Environmental Engineering - ULiège
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