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Statements

Subject Item
n2:RIV%2F16050517%3A_____%2F11%3A%230000020%21RIV13-MPO-16050517
rdf:type
skos:Concept n11:Vysledek
dcterms:description
The nonlinear finite element analysis can be utilized not only in research but also in the practical design of fibre reinforced concrete (FRC) structures. Behaviour of the structure under service or ultimate loading conditions can be realistically simulated using advanced computer methods. Special constitutive material models were developed for description of fracture of FRC-material in the nonlinear finite element analysis. Crack development, load carrying capacity and post-critical behaviour of engineering structures can be traced and analyzed. The nonlinear fracture analysis accounting tensile capacity of material enables to exploit reserves, which are usually neglected or diminished in codes or in linear analysis, and helps in cases which are not sufficiently supported by the codes. Recently proposed advanced design methods based on the global safety concept, utilization a newly developed ECOV-Method, stochastic LHS nonlinear analysis and structural reliability assessment of FRC structures are discussed. Practical examples of nonlinear analysis of engineering structures made from the FRC are presented. The nonlinear finite element analysis can be utilized not only in research but also in the practical design of fibre reinforced concrete (FRC) structures. Behaviour of the structure under service or ultimate loading conditions can be realistically simulated using advanced computer methods. Special constitutive material models were developed for description of fracture of FRC-material in the nonlinear finite element analysis. Crack development, load carrying capacity and post-critical behaviour of engineering structures can be traced and analyzed. The nonlinear fracture analysis accounting tensile capacity of material enables to exploit reserves, which are usually neglected or diminished in codes or in linear analysis, and helps in cases which are not sufficiently supported by the codes. Recently proposed advanced design methods based on the global safety concept, utilization a newly developed ECOV-Method, stochastic LHS nonlinear analysis and structural reliability assessment of FRC structures are discussed. Practical examples of nonlinear analysis of engineering structures made from the FRC are presented.
dcterms:title
Design of Fibre Reinforced Concrete Structures based on Nonlinear Analysis Design of Fibre Reinforced Concrete Structures based on Nonlinear Analysis
skos:prefLabel
Design of Fibre Reinforced Concrete Structures based on Nonlinear Analysis Design of Fibre Reinforced Concrete Structures based on Nonlinear Analysis
skos:notation
RIV/16050517:_____/11:#0000020!RIV13-MPO-16050517
n11:predkladatel
n12:ico%3A16050517
n3:aktivita
n15:P
n3:aktivity
P(FR-TI1/612)
n3:dodaniDat
n8:2013
n3:domaciTvurceVysledku
n14:7605730
n3:druhVysledku
n18:D
n3:duvernostUdaju
n9:S
n3:entitaPredkladatele
n19:predkladatel
n3:idSjednocenehoVysledku
193567
n3:idVysledku
RIV/16050517:_____/11:#0000020
n3:jazykVysledku
n17:eng
n3:klicovaSlova
nonlinear analysis, structural design, fibre reinforced concrete, cracks, global safety concept
n3:klicoveSlovo
n4:global%20safety%20concept n4:cracks n4:nonlinear%20analysis n4:structural%20design n4:fibre%20reinforced%20concrete
n3:kontrolniKodProRIV
[53E1112A0E59]
n3:mistoKonaniAkce
Praha
n3:mistoVydani
Prague
n3:nazevZdroje
FIBRE CONCRETE 2011
n3:obor
n16:JN
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
1
n3:projekt
n21:FR-TI1%2F612
n3:rokUplatneniVysledku
n8:2011
n3:tvurceVysledku
Červenka, Vladimír
n3:typAkce
n13:WRD
n3:zahajeniAkce
2011-01-01+01:00
s:numberOfPages
10
n10:hasPublisher
Czech Concrete Society
n7:isbn
978-80-01-04836-8