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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F10%3A00172669%21RIV11-GA0-21110___
rdf:type
n13:Vysledek skos:Concept
dcterms:description
Creep of concrete is strongly affected by the evolution of pore humidity and temperature, which in turn depend on the environmental conditions and on the size and shape of the concrete member. Current codes of practice take that into account only approximately, in a very simplified way. More realistic description can be achieved by advanced models, such as model B3 and its improved version that uses the concept of microprestress. In this contribution, efficient computational algorithms for the microprestress-solidification theory are developed and their implementation into an object-oriented finite element framework is described. In the second part of this paper, the new implementation is used to simulate creep experiments of L'Hermite and Mamillan. Creep of concrete is strongly affected by the evolution of pore humidity and temperature, which in turn depend on the environmental conditions and on the size and shape of the concrete member. Current codes of practice take that into account only approximately, in a very simplified way. More realistic description can be achieved by advanced models, such as model B3 and its improved version that uses the concept of microprestress. In this contribution, efficient computational algorithms for the microprestress-solidification theory are developed and their implementation into an object-oriented finite element framework is described. In the second part of this paper, the new implementation is used to simulate creep experiments of L'Hermite and Mamillan.
dcterms:title
Modeling of concrete creep based on Microprestress-solidification theory Modeling of concrete creep based on Microprestress-solidification theory
skos:prefLabel
Modeling of concrete creep based on Microprestress-solidification theory Modeling of concrete creep based on Microprestress-solidification theory
skos:notation
RIV/68407700:21110/10:00172669!RIV11-GA0-21110___
n3:aktivita
n5:P
n3:aktivity
P(GD103/09/H078)
n3:dodaniDat
n7:2011
n3:domaciTvurceVysledku
n10:1466186 n10:9932003
n3:druhVysledku
n18:C
n3:duvernostUdaju
n9:S
n3:entitaPredkladatele
n12:predkladatel
n3:idSjednocenehoVysledku
271863
n3:idVysledku
RIV/68407700:21110/10:00172669
n3:jazykVysledku
n16:eng
n3:klicovaSlova
creep; shrinkage; concrete; compliance function; exponential algorithm; Dirichlet series; Kelvin chain; solidification; microprestress; finite elements
n3:klicoveSlovo
n4:exponential%20algorithm n4:Kelvin%20chain n4:Dirichlet%20series n4:compliance%20function n4:concrete n4:shrinkage n4:microprestress n4:finite%20elements n4:creep n4:solidification
n3:kontrolniKodProRIV
[6D49C2882632]
n3:mistoVydani
Praha
n3:nazevZdroje
Computer and Experimental Analysis of Civil Engineering Materials and their Multilayered Systems II
n3:obor
n8:JN
n3:pocetDomacichTvurcuVysledku
2
n3:pocetStranKnihy
218
n3:pocetTvurcuVysledku
2
n3:projekt
n19:GD103%2F09%2FH078
n3:rokUplatneniVysledku
n7:2010
n3:tvurceVysledku
Jirásek, Milan Havlásek, Petr
s:numberOfPages
15
n14:hasPublisher
České vysoké učení technické v Praze
n17:isbn
978-80-01-04676-0
n20:organizacniJednotka
21110