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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F00%3APU37503%21RIV11-MSM-26110___
rdf:type
skos:Concept n15:Vysledek
dcterms:description
The nonlocal generalization of Weibull theory previously developed for structures that are either notched or fail only after the formation of a large crack is extendedto predict the probability of failure of unnotched structures that reach the maximum load before a large crack forms, as is typical of the test of modulus of rupture (flexural strength). The nonlocal generalization of Weibull theory previously developed for structures that are either notched or fail only after the formation of a large crack is extendedto predict the probability of failure of unnotched structures that reach the maximum load before a large crack forms, as is typical of the test of modulus of rupture (flexural strength).
dcterms:title
Probabilistic Nonlocal Theory for Quasibrittle Fracture Initiation and Size Effect Based on Extreme Value Statistics Probabilistic Nonlocal Theory for Quasibrittle Fracture Initiation and Size Effect Based on Extreme Value Statistics
skos:prefLabel
Probabilistic Nonlocal Theory for Quasibrittle Fracture Initiation and Size Effect Based on Extreme Value Statistics Probabilistic Nonlocal Theory for Quasibrittle Fracture Initiation and Size Effect Based on Extreme Value Statistics
skos:notation
RIV/00216305:26110/00:PU37503!RIV11-MSM-26110___
n3:aktivita
n4:V n4:Z n4:P
n3:aktivity
P(GV103/97/K003), V, Z(MSM 261100007)
n3:dodaniDat
n8:2011
n3:domaciTvurceVysledku
n7:3275612
n3:druhVysledku
n19:D
n3:duvernostUdaju
n6:S
n3:entitaPredkladatele
n20:predkladatel
n3:idSjednocenehoVysledku
723335
n3:idVysledku
RIV/00216305:26110/00:PU37503
n3:jazykVysledku
n16:eng
n3:klicovaSlova
probabilistic nonlocal, size effect, Weibull theory, structures
n3:klicoveSlovo
n12:probabilistic%20nonlocal n12:Weibull%20theory n12:size%20effect n12:structures
n3:kontrolniKodProRIV
[25A633A28FF4]
n3:mistoKonaniAkce
Notre dame
n3:mistoVydani
Notredam
n3:nazevZdroje
8th ASCE Conference on Probabilistic Mechanics and Structural Reliability
n3:obor
n21:JM
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
2
n3:projekt
n14:GV103%2F97%2FK003
n3:rokUplatneniVysledku
n8:2000
n3:tvurceVysledku
Bažant, Zdeněk P. Novák, Drahomír
n3:typAkce
n18:CST
n3:zahajeniAkce
2000-01-01+01:00
n3:zamer
n13:MSM%20261100007
s:numberOfPages
6
n5:hasPublisher
Neuveden
n11:organizacniJednotka
26110