Rybczynski, SebastianSebastianRybczynskiDosta, MaksymMaksymDostaSchaan, GunnarGunnarSchaanRitter, MartinMartinRitterSchmidt-Döhl, Frank MichaelFrank MichaelSchmidt-Döhl2021-01-072021-01-072022-02Structural Concrete 23 (1): 548-563 (2022-02)http://hdl.handle.net/11420/8326Structural Concrete published by John Wiley & Sons Ltd on behalf of International Federation for Structural Concrete This paper deals with numerical analysis on the mechanical behavior of ultrahigh performance concrete (UHPC) under uniaxial compression. For the modeling of the mechanical behavior of UHPC, the mesh-free discrete element method was applied. To calibrate the model parameters and validate the numerical simulation results, a set of experimental investigations including mechanical tests, microscopy and tomography analysis, were performed. The scanning electron microscopy and polarized light microscopy were used to examine cross sections of UHPC as well as to characterize interfacial transition zone and aggregate in detail. X-ray microtomography analysis was used to obtain information about the nonspherical shape of aggregate and to generate a realistic structural model. Simulation results have shown that the developed model predict stiffness reliably, strength, and breakage pattern of UHPC and shows good agreement with experimental results. Finally, the model has been applied to analyze the main crack initiation in static failure and to investigate the influence of different parameters such as aggregate content as well as aggregate and binder stiffness on the mechanical behavior of UHPC.en1464-417720221548563Wileyhttps://creativecommons.org/licenses/by-nc-nd/4.0/concrete fracturediscrete element methodSEMultrahigh performance concreteChemieTechnikIngenieurwissenschaftenHausbau, BauhandwerkJournal Article10.15480/882.337510.1002/suco.20200043510.15480/882.3375Journal Article