Numerical study on the mechanical behavior of ultrahigh performance concrete using a three‐phase discrete element model

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 numerica...

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Bibliographic Details
Published in:Structural concrete : journal of the FIB 2022-02, Vol.23 (1), p.548-563
Main Authors: Rybczyński, Sebastian, Dosta, Maksym, Schaan, Gunnar, Ritter, Martin, Schmidt‐Döhl, Frank
Format: Article
Language:English
Subjects:
Breakage
concrete fracture
Crack initiation
Discrete element method
Failure analysis
Finite element method
Mathematical models
Mechanical properties
Mechanical tests
Microscopy
Microtomography
Numerical analysis
Optical microscopy
Parameters
Polarized light
SEM
Stiffness
Structural models
Ultra high performance concrete
ultrahigh performance concrete
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Summary: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.
ISSN:1464-4177
1751-7648
DOI:10.1002/suco.202000435