About: Computation of Probability Distribution of Strength of Quasibrittle Structures Failing at Macrocrack Initiation

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About: Computation of Probability Distribution of Strength of Quasibrittle Structures Failing at Macrocrack Initiation Goto Sponge NotDistinct Permalink

An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	Engineering structures must be designed for an extremely low failure probability, i.e. Pf < 10-6. To determine the structural strength corresponding to such a low failure probability, a physical model of the probability distribution of structural strength is required. Recent study showed that the strength distribution of quasibrittle structures, which fail at the macro-crack initiation from one representative volume element (RVE), can be statistically modeled as a finite chain of RVEs. It has been further demonstrated that, based on atomistic fracture mechanics and a statistical multi-scale transition model, the strength distribution of each RVE can be approximately described by a Gaussian distribution, onto which a Weibull tail is grafted from the far-left end a point of the probability of about 10-4 to 10-3. The model implies that the strength distribution of quasibrittle structures depends on the structure size, varying from the Gaussian distribution modified by a far-left Weibull tail for small- Engineering structures must be designed for an extremely low failure probability, i.e. Pf < 10-6. To determine the structural strength corresponding to such a low failure probability, a physical model of the probability distribution of structural strength is required. Recent study showed that the strength distribution of quasibrittle structures, which fail at the macro-crack initiation from one representative volume element (RVE), can be statistically modeled as a finite chain of RVEs. It has been further demonstrated that, based on atomistic fracture mechanics and a statistical multi-scale transition model, the strength distribution of each RVE can be approximately described by a Gaussian distribution, onto which a Weibull tail is grafted from the far-left end a point of the probability of about 10-4 to 10-3. The model implies that the strength distribution of quasibrittle structures depends on the structure size, varying from the Gaussian distribution modified by a far-left Weibull tail for small- (en)
Title	Computation of Probability Distribution of Strength of Quasibrittle Structures Failing at Macrocrack Initiation Computation of Probability Distribution of Strength of Quasibrittle Structures Failing at Macrocrack Initiation (en)
skos:prefLabel	Computation of Probability Distribution of Strength of Quasibrittle Structures Failing at Macrocrack Initiation Computation of Probability Distribution of Strength of Quasibrittle Structures Failing at Macrocrack Initiation (en)
skos:notation	RIV/00216305:26110/12:PU102840!RIV13-MSM-26110___
http://linked.open...avai/riv/aktivita	I
http://linked.open...avai/riv/aktivity	I
http://linked.open...iv/cisloPeriodika	7
http://linked.open...vai/riv/dodaniDat	2013
http://linked.open...aciTvurceVysledku	Eliáš, Jan
http://linked.open.../riv/druhVysledku	J - Článek v odborném periodiku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	Vysoké učení technické v Brně / Fakulta stavební
http://linked.open...dnocenehoVysledku	128267
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/12:PU102840
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Finite weakest link model, Strength statistics, Representative volume element, Structural safety, Fracture, Concrete structures, Composites (en)
http://linked.open.../riv/klicoveSlovo	Composites Fracture Finite weakest link model Representative volume element Strength statistics Structural safety Concrete structures
http://linked.open...odStatuVydavatele	US - Spojené státy americké
http://linked.open...ontrolniKodProRIV	[2A9246DE5767]
http://linked.open...i/riv/nazevZdroje	Journal of Engineering Mechanics
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	1 (xsd:int)
http://linked.open...cetTvurcuVysledku	3 (xsd:int)
http://linked.open...UplatneniVysledku	2012
http://linked.open...v/svazekPeriodika	138
http://linked.open...iv/tvurceVysledku	Eliáš, Jan Bažant, Zdeněk P. Le, Jia-Liang
issn	0733-9399
number of pages	12 (xsd:int)
http://localhost/t...ganizacniJednotka	26110

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