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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F06%3APU65897%21RIV07-MSM-26110___
rdf:type
n12:Vysledek skos:Concept
dcterms:description
Vzájemné působení několika zdrojů vlivu velikosti v betonových vzorcích We study well published results on direct tensile tests of dog-bone specimens with rotating boundary conditions performed by van Vliet and van Mier. There are several papers presenting the experimental results and naming various sources of experimentally observed size effect on nominal strength. We model the experiments by methods stochastic nonlinear fracture mechanics attempting at capturing the size effects. We first model the specimens by microplane material law to show that a large portion of the dependence of nominal strength can be explained deterministically. However, it is clear that more sources of size effect take part and we consider two of them. Namely, we model the local material strength by an autocorrelated random field attempting at capturing statistical part of the complex size effect, scatter inclusive. A noticeable fact already shown by Vořechovský is that such an approach has the large size asymptotic behavior coinciding with the classical Weibull power law while the small size We study well published results on direct tensile tests of dog-bone specimens with rotating boundary conditions performed by van Vliet and van Mier. There are several papers presenting the experimental results and naming various sources of experimentally observed size effect on nominal strength. We model the experiments by methods stochastic nonlinear fracture mechanics attempting at capturing the size effects. We first model the specimens by microplane material law to show that a large portion of the dependence of nominal strength can be explained deterministically. However, it is clear that more sources of size effect take part and we consider two of them. Namely, we model the local material strength by an autocorrelated random field attempting at capturing statistical part of the complex size effect, scatter inclusive. A noticeable fact already shown by Vořechovský is that such an approach has the large size asymptotic behavior coinciding with the classical Weibull power law while the small size
dcterms:title
Interplay of sources of size effects in concrete specimens Vzájemné působení několika zdrojů vlivu velikosti v betonových vzorcích Interplay of sources of size effects in concrete specimens
skos:prefLabel
Interplay of sources of size effects in concrete specimens Interplay of sources of size effects in concrete specimens Vzájemné působení několika zdrojů vlivu velikosti v betonových vzorcích
skos:notation
RIV/00216305:26110/06:PU65897!RIV07-MSM-26110___
n3:strany
1365-1374
n3:aktivita
n20:P
n3:aktivity
P(1M0579)
n3:dodaniDat
n6:2007
n3:domaciTvurceVysledku
n14:9316671 n14:1352687
n3:druhVysledku
n18:D
n3:duvernostUdaju
n5:S
n3:entitaPredkladatele
n11:predkladatel
n3:idSjednocenehoVysledku
480188
n3:idVysledku
RIV/00216305:26110/06:PU65897
n3:jazykVysledku
n17:eng
n3:klicovaSlova
Size effects, concrete, specimens, fracture mechanics
n3:klicoveSlovo
n16:fracture%20mechanics n16:specimens n16:Size%20effects n16:concrete
n3:kontrolniKodProRIV
[C014F4EBF1E5]
n3:mistoKonaniAkce
Alexandropoulis
n3:mistoVydani
Alexandropoulis, Greece
n3:nazevZdroje
Fracture of Nano and Engineering Materials and Structures
n3:obor
n7:JN
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
2
n3:projekt
n4:1M0579
n3:rokUplatneniVysledku
n6:2006
n3:tvurceVysledku
Matesová, Dita Vořechovský, Miroslav
n3:typAkce
n15:WRD
n3:zahajeniAkce
2006-07-03+02:00
s:numberOfPages
10
n21:hasPublisher
Neuveden
n9:isbn
1-4020-4971-4
n8:organizacniJednotka
26110