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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F14%3A00219740%21RIV15-GA0-21110___
rdf:type
skos:Concept n12: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
Analysis of the performance of the concrete specimens subjected to cyclic loading and aggressive environment Analysis of the performance of the concrete specimens subjected to cyclic loading and aggressive environment
skos:prefLabel
Analysis of the performance of the concrete specimens subjected to cyclic loading and aggressive environment Analysis of the performance of the concrete specimens subjected to cyclic loading and aggressive environment
skos:notation
RIV/68407700:21110/14:00219740!RIV15-GA0-21110___
n3:aktivita
n19:P
n3:aktivity
P(GA13-30441S)
n3:dodaniDat
n4:2015
n3:domaciTvurceVysledku
n11:9159460 n11:2942526
n3:druhVysledku
n14:D
n3:duvernostUdaju
n5:S
n3:entitaPredkladatele
n15:predkladatel
n3:idSjednocenehoVysledku
2831
n3:idVysledku
RIV/68407700:21110/14:00219740
n3:jazykVysledku
n18:eng
n3:klicovaSlova
cyclic loading; fatigue; deflection
n3:klicoveSlovo
n6:deflection n6:cyclic%20loading n6:fatigue
n3:kontrolniKodProRIV
[2EABCAC073CB]
n3:mistoKonaniAkce
Shanghai
n3:mistoVydani
Leiden
n3:nazevZdroje
Bridge Maintenance, Safety, Management and Life Extension 2014
n3:obor
n20:JM
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
2
n3:projekt
n8:GA13-30441S
n3:rokUplatneniVysledku
n4:2014
n3:tvurceVysledku
Göringer, Jakub Foglar, Marek
n3:typAkce
n10:WRD
n3:wos
000341306400029
n3:zahajeniAkce
2014-07-07+02:00
s:numberOfPages
8
n17:hasPublisher
CRC Press/Balkema
n16:isbn
978-1-138-00103-9
n7:organizacniJednotka
21110