About: RELIABILITY ANALYSIS OF DEFLECTIONS OF CONCRETE PAVEMENT

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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	To incorporate uncertainties in input variables into the analyses of pavement structures the special numerical simulation techniques are used. To show possibilities of such methods the reliability analysis of deflections of the real concrete pavement is performed. The computational model of pavement behavior is based on nonlinear Finite Element Method. Four concrete slabs, all other layers and longitudinal and transverse joints are modeled as 3D space. Joints, contact of slabs in joints, contact of concrete slab and subsequent layer, and loading from temperature changes are modeled in detail. Layer thicknesses, mechanical properties of layer material, characteristics of joints, and temperature on both surfaces of concrete slab are supposed to be random variables. The modern simulation technique Updated Latin Hypercube Sampling with 20 simulations is used. The results of statistical and sensitivity analysis of deflections in totally 53 points of slab surface are discussed. To incorporate uncertainties in input variables into the analyses of pavement structures the special numerical simulation techniques are used. To show possibilities of such methods the reliability analysis of deflections of the real concrete pavement is performed. The computational model of pavement behavior is based on nonlinear Finite Element Method. Four concrete slabs, all other layers and longitudinal and transverse joints are modeled as 3D space. Joints, contact of slabs in joints, contact of concrete slab and subsequent layer, and loading from temperature changes are modeled in detail. Layer thicknesses, mechanical properties of layer material, characteristics of joints, and temperature on both surfaces of concrete slab are supposed to be random variables. The modern simulation technique Updated Latin Hypercube Sampling with 20 simulations is used. The results of statistical and sensitivity analysis of deflections in totally 53 points of slab surface are discussed. (en)
Title	RELIABILITY ANALYSIS OF DEFLECTIONS OF CONCRETE PAVEMENT (en) RELIABILITY ANALYSIS OF DEFLECTIONS OF CONCRETE PAVEMENT
skos:prefLabel	RELIABILITY ANALYSIS OF DEFLECTIONS OF CONCRETE PAVEMENT (en) RELIABILITY ANALYSIS OF DEFLECTIONS OF CONCRETE PAVEMENT
skos:notation	RIV/00216305:26110/11:PU97063!RIV12-MSM-26110___
http://linked.open...avai/riv/aktivita	Z
http://linked.open...avai/riv/aktivity	Z(MSM0021630511)
http://linked.open...vai/riv/dodaniDat	2012
http://linked.open...aciTvurceVysledku	Ševelová, Lenka Florian, Aleš
http://linked.open.../riv/druhVysledku	D - Článek ve sborníku
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	226450
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/11:PU97063
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	concrete, pavement, reliability, random, simulation, uncertainties, LHS, FEM (en)
http://linked.open.../riv/klicoveSlovo	pavement FEM concrete reliability simulation random LHS uncertainties
http://linked.open...ontrolniKodProRIV	[90820C3B957B]
http://linked.open...v/mistoKonaniAkce	Florianopolis
http://linked.open...i/riv/mistoVydani	Neuveden
http://linked.open...i/riv/nazevZdroje	IBRACON 2011
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	2 (xsd:int)
http://linked.open...cetTvurcuVysledku	3 (xsd:int)
http://linked.open...UplatneniVysledku	2011
http://linked.open...iv/tvurceVysledku	Hela, Rudolf Ševelová, Lenka Florian, Aleš
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2011-11-02 (xsd:date)
http://linked.open...n/vavai/riv/zamer	Progresivní stavební materiály s využitím druhotných surovin a jejich vliv na životnost konstrukcí
number of pages	10 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	978-0-415-47557-0
http://localhost/t...ganizacniJednotka	26110

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