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Numerical study on the mechanical behavior of ultrahigh performance concrete using a three‐phase discrete element model
Author(s) -
Rybczyński Sebastian,
Dosta Maksym,
Schaan Gunnar,
Ritter Martin,
SchmidtDöhl Frank
Publication year - 2022
Publication title -
structural concrete
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.912
H-Index - 34
eISSN - 1751-7648
pISSN - 1464-4177
DOI - 10.1002/suco.202000435
Subject(s) - aggregate (composite) , discrete element method , stiffness , materials science , structural engineering , finite element method , breakage , compression (physics) , phase (matter) , computer simulation , composite material , engineering , mechanics , simulation , physics , chemistry , organic chemistry
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.