Fatigue behavior of HPC and FRC under cyclic tensile loading

  • Systematic investigations of hardened cement paste, high-performance concrete and mortar with and without microfibers, subjected to static and cyclic tensile loadings, were conducted. The material degradation was investigated by means of microscopic analyses of the microcrack development. Notched specimens were subjected to a predefined number of load cycles. A nonsteady increase of microcracking with increasing load cycles was observed in high-strength concrete, whereas the addition of steel fibers lead to a steady increase of microcracks. Highstrength mortar often showed premature failure, while addition of steel micro fibers allowed completion of the cyclic tests. To obtain a deeper insight into physical mechanisms governing fatigue and structural failure, high-performance concrete (HPC) and fiber-reinforced concrete (FRC) under static and cyclic tensile loadings have been modeled using cohesive interface finite elements, micromechanics, and a fiber-bundle model. Analysis of model predictions shows the significance of strength disorder and fiber properties on the structural behavior.

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Metadaten
Author:Niklas SchäferGND, Vladislav GudžulićORCiDGND, Jithender J. TimothyORCiDGND, Rolf BreitenbücherGND, Günther MeschkeORCiDGND
URN:urn:nbn:de:hbz:294-66784
DOI:https://doi.org/10.1002/suco.201900056
Parent Title (English):Structural concrete
Subtitle (English):experiments and modeling
Publisher:Wiley-VCH Verlag
Place of publication:Weinheim
Document Type:Article
Language:English
Date of Publication (online):2019/10/31
Date of first Publication:2019/08/27
Publishing Institution:Ruhr-Universität Bochum, Universitätsbibliothek
Tag:cyclic loading; discrete crack model; disorder; finite element method; steel micro fibers
Volume:20
Issue:4
First Page:1265
Last Page:1278
Note:
Dieser Beitrag ist auf Grund des DEAL-Wiley-Vertrages frei zugänglich.
Institutes/Facilities:Lehrstuhl für Statik und Dynamik
open_access (DINI-Set):open_access
faculties:Fakultät für Bau- und Umweltingenieurwissenschaften
Licence (English):License LogoCreative Commons - CC BY 4.0 - Attribution 4.0 International