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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F14%3A00219177%21RIV15-GA0-21110___
rdf:type
n8:Vysledek skos:Concept
dcterms:description
With the usage of modern cementitious materials, structural elements are designed more slender. For structures subjected to cyclic loadings this means higher stress ranges and thus higher probability of fatigue failure. Structures of transport infrastructure which are mainly exposed to cyclic loading are often located in places of aggressive environment. The paper presents a theoretical study, part of a long-term experimental research focused on the effect of coupled deterioration by aggressive environment and cyclic loading on the concrete specimens. The evaluation of the deteriorative effect of aggressive environment is based on kinetics of chemical reaction between concrete and aggressive solution of hydrochloric acid. With the usage of modern cementitious materials, structural elements are designed more slender. For structures subjected to cyclic loadings this means higher stress ranges and thus higher probability of fatigue failure. Structures of transport infrastructure which are mainly exposed to cyclic loading are often located in places of aggressive environment. The paper presents a theoretical study, part of a long-term experimental research focused on the effect of coupled deterioration by aggressive environment and cyclic loading on the concrete specimens. The evaluation of the deteriorative effect of aggressive environment is based on kinetics of chemical reaction between concrete and aggressive solution of hydrochloric acid.
dcterms:title
Concrete deterioration due to aggressive environment and cyclic loading - theoretical study Concrete deterioration due to aggressive environment and cyclic loading - theoretical study
skos:prefLabel
Concrete deterioration due to aggressive environment and cyclic loading - theoretical study Concrete deterioration due to aggressive environment and cyclic loading - theoretical study
skos:notation
RIV/68407700:21110/14:00219177!RIV15-GA0-21110___
n3:aktivita
n4:P
n3:aktivity
P(GA13-30441S)
n3:dodaniDat
n10:2015
n3:domaciTvurceVysledku
n16:2942526 n16:9159460
n3:druhVysledku
n19:D
n3:duvernostUdaju
n11:S
n3:entitaPredkladatele
n21:predkladatel
n3:idSjednocenehoVysledku
8566
n3:idVysledku
RIV/68407700:21110/14:00219177
n3:jazykVysledku
n18:eng
n3:klicovaSlova
concrete; deterioration; aggressive environment; cyclic loading
n3:klicoveSlovo
n12:cyclic%20loading n12:aggressive%20environment n12:concrete n12:deterioration
n3:kontrolniKodProRIV
[69C669613CC7]
n3:mistoKonaniAkce
Svratka
n3:mistoVydani
Brno
n3:nazevZdroje
20 th International Conference Engineering Mechanics 2014
n3:obor
n14:JM
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
2
n3:projekt
n20:GA13-30441S
n3:rokUplatneniVysledku
n10:2014
n3:tvurceVysledku
Foglar, Marek Göringer, Jakub
n3:typAkce
n5:EUR
n3:zahajeniAkce
2014-05-12+02:00
s:issn
1805-8248
s:numberOfPages
4
n6:hasPublisher
Vysoké učení technické v Brně
n13:isbn
978-80-214-4871-1
n7:organizacniJednotka
21110