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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F14%3A00219178%21RIV15-MSM-21110___
rdf:type
n9:Vysledek skos:Concept
dcterms:description
Fatigue is commonly defined as a process of permanent progressive changes in the structure of a material exposed to cyclic loading. With the improvement of properties of concrete, more slender structures are designed with higher live load proportion of the total load, hence higher vulnerability to concrete fatigue failure can be assumed. Many common structures, bridges and crane tracks, are exposed to cyclic loading which can result into accelerated crack propagation, higher deflections, structural stiffness reduction and consequently into failure fatigue. The paper presents a newly developed method for the calculation of the increase of deformations. This method uses the partial integration over compressive zone height in order to capture the real behavior and stress distribution of concrete specimens. This method represents an improvement of the standard approaches which appear to be very conservative. Fatigue is commonly defined as a process of permanent progressive changes in the structure of a material exposed to cyclic loading. With the improvement of properties of concrete, more slender structures are designed with higher live load proportion of the total load, hence higher vulnerability to concrete fatigue failure can be assumed. Many common structures, bridges and crane tracks, are exposed to cyclic loading which can result into accelerated crack propagation, higher deflections, structural stiffness reduction and consequently into failure fatigue. The paper presents a newly developed method for the calculation of the increase of deformations. This method uses the partial integration over compressive zone height in order to capture the real behavior and stress distribution of concrete specimens. This method represents an improvement of the standard approaches which appear to be very conservative.
dcterms:title
Evaluation of increase in the deflections of concrete specimens due to cyclic loading Evaluation of increase in the deflections of concrete specimens due to cyclic loading
skos:prefLabel
Evaluation of increase in the deflections of concrete specimens due to cyclic loading Evaluation of increase in the deflections of concrete specimens due to cyclic loading
skos:notation
RIV/68407700:21110/14:00219178!RIV15-MSM-21110___
n3:aktivita
n4:S
n3:aktivity
S
n3:dodaniDat
n8:2015
n3:domaciTvurceVysledku
n14:9159460
n3:druhVysledku
n15:O
n3:duvernostUdaju
n11:S
n3:entitaPredkladatele
n7:predkladatel
n3:idSjednocenehoVysledku
15376
n3:idVysledku
RIV/68407700:21110/14:00219178
n3:jazykVysledku
n13:eng
n3:klicovaSlova
cyclic loading; fatigue; deflection
n3:klicoveSlovo
n5:cyclic%20loading n5:deflection n5:fatigue
n3:kontrolniKodProRIV
[4EB2D2F709E4]
n3:obor
n6:JM
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
1
n3:rokUplatneniVysledku
n8:2014
n3:tvurceVysledku
Göringer, Jakub
n16:organizacniJednotka
21110