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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F13%3A00207502%21RIV14-GA0-21110___
rdf:type
skos:Concept n6:Vysledek
rdfs:seeAlso
http://www.sciencedirect.com/science/article/pii/S0965997813000410
dcterms:description
The reinforced-concrete slab road bridges in their simplest form are used as a cost-effective solution for local infrastructure in various parts of the world. Since the reinforced concrete slab is the load-carrying element whose upper surface is directly exposed to both road traffic and weather, the integrity of the upper layer of the concrete slab becomes the decisive factor for estimation of durability of these bridges. This paper presents a fuzzy-logic based approach to estimation of stiffness reduction of concrete in the compressed zone of the cross section which takes into account the combined effect of the cyclic loading, freeze–thawing and chloride contamination. The fuzzy logic is used for derivation of numerical relations from available experimental data on the three relevant effects, which can be readily implemented in or used with existing finite element codes. The proposed approach is demonstrated in an example of a model bridge subjected to moderate road traffic and mountainous climatic conditions. The reinforced-concrete slab road bridges in their simplest form are used as a cost-effective solution for local infrastructure in various parts of the world. Since the reinforced concrete slab is the load-carrying element whose upper surface is directly exposed to both road traffic and weather, the integrity of the upper layer of the concrete slab becomes the decisive factor for estimation of durability of these bridges. This paper presents a fuzzy-logic based approach to estimation of stiffness reduction of concrete in the compressed zone of the cross section which takes into account the combined effect of the cyclic loading, freeze–thawing and chloride contamination. The fuzzy logic is used for derivation of numerical relations from available experimental data on the three relevant effects, which can be readily implemented in or used with existing finite element codes. The proposed approach is demonstrated in an example of a model bridge subjected to moderate road traffic and mountainous climatic conditions.
dcterms:title
Fuzzy modeling of combined effect of winter road maintenance and cyclic loading on concrete slab bridge Fuzzy modeling of combined effect of winter road maintenance and cyclic loading on concrete slab bridge
skos:prefLabel
Fuzzy modeling of combined effect of winter road maintenance and cyclic loading on concrete slab bridge Fuzzy modeling of combined effect of winter road maintenance and cyclic loading on concrete slab bridge
skos:notation
RIV/68407700:21110/13:00207502!RIV14-GA0-21110___
n6:predkladatel
n7:orjk%3A21110
n3:aktivita
n13:P
n3:aktivity
P(GAP105/10/2098)
n3:cisloPeriodika
62-63
n3:dodaniDat
n9:2014
n3:domaciTvurceVysledku
n4:7848463 Leal Da Silva, Wilson Ricardo n4:5513243 n4:2326264
n3:druhVysledku
n15:J
n3:duvernostUdaju
n18:S
n3:entitaPredkladatele
n21:predkladatel
n3:idSjednocenehoVysledku
76090
n3:idVysledku
RIV/68407700:21110/13:00207502
n3:jazykVysledku
n5:eng
n3:klicovaSlova
bridge; chloride ion contamination; cyclic loading; durability analysis; fuzzy logic; Mamdani-rule based modeling; freeze–thaw cycles; material model; reinforced concrete
n3:klicoveSlovo
n10:chloride%20ion%20contamination n10:material%20model n10:bridge n10:durability%20analysis n10:Mamdani-rule%20based%20modeling n10:reinforced%20concrete n10:cyclic%20loading n10:fuzzy%20logic n10:freeze%E2%80%93thaw%20cycles
n3:kodStatuVydavatele
GB - Spojené království Velké Británie a Severního Irska
n3:kontrolniKodProRIV
[9560E32CEFB0]
n3:nazevZdroje
Advances in Engineering Software
n3:obor
n12:JM
n3:pocetDomacichTvurcuVysledku
4
n3:pocetTvurcuVysledku
4
n3:projekt
n20:GAP105%2F10%2F2098
n3:rokUplatneniVysledku
n9:2013
n3:svazekPeriodika
2013
n3:tvurceVysledku
Sýkorová, Jana Leal Da Silva, Wilson Ricardo Bártová, Jana Štemberk, Petr
n3:wos
000321419500011
s:issn
0965-9978
s:numberOfPages
12
n19:doi
10.1016/j.advengsoft.2013.04.008
n11:organizacniJednotka
21110