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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F14%3A00212644%21RIV15-MSM-21110___
rdf:type
skos:Concept n13:Vysledek
dcterms:description
Because of the progress in cementitious composites material engineering, modern concrete structures are designed as more slender in comparison to previous years. For structures subjected to cyclic loadings it means higher stress ranges and thus higher probability of fatigue failure. These types of structures are often located in places of severe environment (bridges, crane tracks in chemical plants etc.). The paper presents an 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. Because of the progress in cementitious composites material engineering, modern concrete structures are designed as more slender in comparison to previous years. For structures subjected to cyclic loadings it means higher stress ranges and thus higher probability of fatigue failure. These types of structures are often located in places of severe environment (bridges, crane tracks in chemical plants etc.). The paper presents an 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
Experimental and Theoretical Study of the Performance of Reinforced Concrete Specimen Subjected to Cyclic Loading and Aggressive Environment Experimental and Theoretical Study of the Performance of Reinforced Concrete Specimen Subjected to Cyclic Loading and Aggressive Environment
skos:prefLabel
Experimental and Theoretical Study of the Performance of Reinforced Concrete Specimen Subjected to Cyclic Loading and Aggressive Environment Experimental and Theoretical Study of the Performance of Reinforced Concrete Specimen Subjected to Cyclic Loading and Aggressive Environment
skos:notation
RIV/68407700:21110/14:00212644!RIV15-MSM-21110___
n3:aktivita
n6:S n6:P
n3:aktivity
P(GA13-30441S), S
n3:dodaniDat
n9:2015
n3:domaciTvurceVysledku
n15:2942526 n15:9159460
n3:druhVysledku
n10:D
n3:duvernostUdaju
n20:S
n3:entitaPredkladatele
n17:predkladatel
n3:idSjednocenehoVysledku
15796
n3:idVysledku
RIV/68407700:21110/14:00212644
n3:jazykVysledku
n12:eng
n3:klicovaSlova
Concrete; Fatigue; Aggressive environment; Deterioration; Deflections
n3:klicoveSlovo
n8:Fatigue n8:Concrete n8:Deflections n8:Aggressive%20environment n8:Deterioration
n3:kontrolniKodProRIV
[33C3DD733601]
n3:mistoKonaniAkce
Melbourne
n3:mistoVydani
zurich
n3:nazevZdroje
11th International Fatigue Congress
n3:obor
n14:JN
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
2
n3:projekt
n21:GA13-30441S
n3:rokUplatneniVysledku
n9:2014
n3:tvurceVysledku
Göringer, Jakub Foglar, Marek
n3:typAkce
n4:WRD
n3:wos
000337767700077
n3:zahajeniAkce
2014-03-02+01:00
s:issn
1022-6680
s:numberOfPages
6
n18:doi
10.4028/www.scientific.net/AMR.891-892.494
n22:hasPublisher
Trans Tech Publications
n16:isbn
9783038350088
n19:organizacniJednotka
21110