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ŠIMONOVÁ, H. DANĚK, P. FRANTÍK, P. SEDLMAJER, M. KERŠNER, Z.
Originální název
Characterization of old/repairing structural concrete through mechanical fracture parameters.
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
Structural concrete of the building of Vítkovice railway station from 1970s and repairing concrete are characterized via mechanical fracture parameters. Together twelve core-drilled cylindrical specimens with diameter of 75 mm were provided by a Chevron type notch of depth of 12 mm. Three-point bending fracture tests were conducted on these specimens supported as beams with the span of 170/180 mm. Load vs. deflection and load vs. crack mouth opening displacement diagrams were recorded from which modulus of elasticity (E), fracture toughness (KIc) and fracture energy (GF) were determined using linear elastic fracture mechanics approach and work-of-fracture method. Mean values (coefficient of variation) of these parameters for old/repairing concrete were obtained as follows: E = 39.4/39.9 GPa (29/15 %), KIc = 0.90/1.38 MPa·m1/2 (19/13 %), GF = 174.0/116.4 J/m2 (26/19 %).
Klíčová slova
concrete, old/repairing, fracture parameters, core drill
Autoři
ŠIMONOVÁ, H.; DANĚK, P.; FRANTÍK, P.; SEDLMAJER, M.; KERŠNER, Z.
Vydáno
31. 8. 2017
Nakladatel
Hungarian Group of fib
Místo
Budapest
ISBN
978-963-12-9651-8
Kniha
Proceedings of the 12th Central European Congress on Concrete Engineering ‒ Innovative materials and technologies for concrete structures
Strany od
481
Strany do
486
Strany počet
6
BibTex
@inproceedings{BUT139161, author="Hana {Šimonová} and Petr {Daněk} and Petr {Frantík} and Martin {Sedlmajer} and Zbyněk {Keršner}", title="Characterization of old/repairing structural concrete through mechanical fracture parameters.", booktitle="Proceedings of the 12th Central European Congress on Concrete Engineering ‒ Innovative materials and technologies for concrete structures", year="2017", pages="481--486", publisher="Hungarian Group of fib", address="Budapest", isbn="978-963-12-9651-8" }