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Autogenous deformation is the main driving force for internal deformations in ultra-high performance fibre-reinforced concretes (UHPFRC). Experimental results of free and restrained shrinkage tests, described in part I of the current paper, are used to simulate the time-dependent behaviour of structural elements made of UHPFRC and normal-strength concrete (NSC). The validation of a numerical model is performed with experimental results of composite UHPFRC–concrete elements. The influence of the magnitude of UHPFRC autogenous shrinkage on deformations, stresses and crack formation in structural elements is determined in a parametric study. It is demonstrated that there are no excessive deformations and no crack formation in structural elements for magnitudes of autogenous shrinkage at 28 days below 1000 μm/m, that is, a value more than two times higher than that measured for the investigated UHPFRC.

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