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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F14%3APU109045%21RIV15-MSM-26110___
rdf:type
skos:Concept n14:Vysledek
dcterms:description
The aim of this paper is to summarize basic fatigue parameter values obtained for plain C30/37 and C45/55 class concrete specimens during dynamic tests. Selected approximation curves for relative mechanical-fracture parameter values over time - compressive cube strength, modulus of elasticity, effective fracture toughness and specific fracture energy - were used to determine the most accurate fatigue parameter values corresponding to the age of specimens at the time dynamic tests were performed. Three models are used for standard description of the S-N curve: the Weibull and Gumbel models developed by Castillo et al. as well as the power law equation. Fatigue properties were obtained from three point bending tests conducted on beam specimens with a central edge notch (depth 10 mm). The aim of this paper is to summarize basic fatigue parameter values obtained for plain C30/37 and C45/55 class concrete specimens during dynamic tests. Selected approximation curves for relative mechanical-fracture parameter values over time - compressive cube strength, modulus of elasticity, effective fracture toughness and specific fracture energy - were used to determine the most accurate fatigue parameter values corresponding to the age of specimens at the time dynamic tests were performed. Three models are used for standard description of the S-N curve: the Weibull and Gumbel models developed by Castillo et al. as well as the power law equation. Fatigue properties were obtained from three point bending tests conducted on beam specimens with a central edge notch (depth 10 mm).
dcterms:title
Complex evaluation of fatigue tests results of plain C30/37 and C45/55 class concrete specimens Complex evaluation of fatigue tests results of plain C30/37 and C45/55 class concrete specimens
skos:prefLabel
Complex evaluation of fatigue tests results of plain C30/37 and C45/55 class concrete specimens Complex evaluation of fatigue tests results of plain C30/37 and C45/55 class concrete specimens
skos:notation
RIV/00216305:26110/14:PU109045!RIV15-MSM-26110___
n4:aktivita
n8:S n8:P n8:I
n4:aktivity
I, P(GAP104/11/0833), S
n4:dodaniDat
n18:2015
n4:domaciTvurceVysledku
n6:9160396 n6:5640423 n6:2646919 n6:1315196 n6:5979048
n4:druhVysledku
n17:D
n4:duvernostUdaju
n7:S
n4:entitaPredkladatele
n21:predkladatel
n4:idSjednocenehoVysledku
8363
n4:idVysledku
RIV/00216305:26110/14:PU109045
n4:jazykVysledku
n16:eng
n4:klicovaSlova
Approximation, Castillo's model, Concrete, Fatigue, Wöhler curve
n4:klicoveSlovo
n9:Approximation n9:Castillo%27s%20model n9:W%C3%B6hler%20curve n9:Fatigue n9:Concrete
n4:kontrolniKodProRIV
[D5DE255CBD02]
n4:mistoKonaniAkce
Brno
n4:mistoVydani
Switzerland
n4:nazevZdroje
Materials Structure & Micromechanics of Fracture VII
n4:obor
n19:JM
n4:pocetDomacichTvurcuVysledku
5
n4:pocetTvurcuVysledku
5
n4:projekt
n13:GAP104%2F11%2F0833
n4:rokUplatneniVysledku
n18:2014
n4:tvurceVysledku
Keršner, Zbyněk Seitl, Stanislav Šimonová, Hana Kucharczyková, Barbara Havlíková, Ivana
n4:typAkce
n11:WRD
n4:zahajeniAkce
2013-07-01+02:00
s:numberOfPages
4
n22:doi
10.4028/www.scientific.net/KEM.592-593.801
n12:hasPublisher
Trans Tech Publication
n20:isbn
978-3-03785-934-6
n15:organizacniJednotka
26110