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Statements

Subject Item
n2:RIV%2F61989100%3A27120%2F07%3A00017684%21RIV08-GA0-27120___
rdf:type
n8:Vysledek skos:Concept
dcterms:description
Proposed application of the SBRA ( Simulation-Based Reliability Assessment) method demonstrates a durability analysis of a reinforced concrete beam. The beam is exposed to a such environment leading to carbonation of concrete and consecutive corrosion of reinforcement. A combination of three time-dependent loads represented by load duration curves is considered. Variabilities of material and geometrical properties are expressed by bounded histograms. A time dependent reliability function is analyzed using the direct Monte Carlo simulation technique. Non-reliability of the structure is expressed by probability of failure PF(t). The calculated lifetime of the structure is elongated by the application of two secondary protective paintinds. Proposed application of the SBRA ( Simulation-Based Reliability Assessment) method demonstrates a durability analysis of a reinforced concrete beam. The beam is exposed to a such environment leading to carbonation of concrete and consecutive corrosion of reinforcement. A combination of three time-dependent loads represented by load duration curves is considered. Variabilities of material and geometrical properties are expressed by bounded histograms. A time dependent reliability function is analyzed using the direct Monte Carlo simulation technique. Non-reliability of the structure is expressed by probability of failure PF(t). The calculated lifetime of the structure is elongated by the application of two secondary protective paintinds. navržená aplikace metody SBRA demonstruje analýzu trvanlivosti železobetonového nosníku. Nosník je vystaven okolnímu prostředí způsobující karbonataci betonu a následnou korozi výztuže. Je uvažována kombinace tří časově závislých zatížení reprezentovaných křivkami trvání zatížení. Rozptyly materiálových a geometrických vlastností jsou vyjádřeny ohraničenými histogramy. Časově závislá funkce spolehlivosti je analyzována přímou Monte Carlo simulační technikou. Nespolehlivost konstrukce je prodloužena aplikací dvou sekundárních ochranných nátěrů.
dcterms:title
Pravděpodobnostní analýza trvanlivosti železobetonového prvku metodou SBRA Probabilistic Durability Analysis of a Concrete Member Using SBRA Method Probabilistic Durability Analysis of a Concrete Member Using SBRA Method
skos:prefLabel
Probabilistic Durability Analysis of a Concrete Member Using SBRA Method Probabilistic Durability Analysis of a Concrete Member Using SBRA Method Pravděpodobnostní analýza trvanlivosti železobetonového prvku metodou SBRA
skos:notation
RIV/61989100:27120/07:00017684!RIV08-GA0-27120___
n3:strany
439-448
n3:aktivita
n16:P
n3:aktivity
P(GA103/07/0557)
n3:dodaniDat
n7:2008
n3:domaciTvurceVysledku
n10:7297203 n10:5035201
n3:druhVysledku
n14:D
n3:duvernostUdaju
n18:S
n3:entitaPredkladatele
n17:predkladatel
n3:idSjednocenehoVysledku
444547
n3:idVysledku
RIV/61989100:27120/07:00017684
n3:jazykVysledku
n12:eng
n3:klicovaSlova
Probability of failure; durability; corrosion; concrete; carbonation; maintenance.
n3:klicoveSlovo
n6:maintenance. n6:corrosion n6:durability n6:Probability%20of%20failure n6:carbonation n6:concrete
n3:kontrolniKodProRIV
[F6F2BE4CB23F]
n3:mistoVydani
Freiburg
n3:nazevZdroje
3rd International Conference Lifetime-oriented Design Concepts
n3:obor
n20:JM
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
2
n3:projekt
n4:GA103%2F07%2F0557
n3:rokUplatneniVysledku
n7:2007
n3:tvurceVysledku
Pustka, David Marek, Pavel
s:numberOfPages
563
n15:hasPublisher
Aedificatio Publishers
n11:isbn
978-3-931681-90-6
n19:organizacniJednotka
27120