About: Multi-level optimization of input parameters for modeling of fibre reinforced concrete

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About: Multi-level optimization of input parameters for modeling of fibre reinforced concrete 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	Appropriate material input parameters for numerical models of steel fibre reinforced concrete were identified from measured response of four-point bending beams using inverse analysis at several levels of complexity including advanced stochastic analysis and neural network technology. Based on the obtained results the optimal material input data sets are suggested for practical utilization of various numerical material models of fibre reinforced concrete in the nonlinear computer simulation of response and damage of FRC structures and structural parts. Appropriate material input parameters for numerical models of steel fibre reinforced concrete were identified from measured response of four-point bending beams using inverse analysis at several levels of complexity including advanced stochastic analysis and neural network technology. Based on the obtained results the optimal material input data sets are suggested for practical utilization of various numerical material models of fibre reinforced concrete in the nonlinear computer simulation of response and damage of FRC structures and structural parts. (en)
Title	Multi-level optimization of input parameters for modeling of fibre reinforced concrete Multi-level optimization of input parameters for modeling of fibre reinforced concrete (en)
skos:prefLabel	Multi-level optimization of input parameters for modeling of fibre reinforced concrete Multi-level optimization of input parameters for modeling of fibre reinforced concrete (en)
skos:notation	RIV/00216305:26110/13:PU105582!RIV14-TA0-26110___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(GAP105/10/1156), P(TA01011019)
http://linked.open...vai/riv/dodaniDat	2014
http://linked.open...aciTvurceVysledku	Lehký, David Pukl, Radomír Novák, Drahomír
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	90082
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/13:PU105582
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Computer simulation, Fibre reinforced concrete, Nonlinear material models, Identification of material parameters, Fracture analysis (en)
http://linked.open.../riv/klicoveSlovo	Fracture analysis Identification of material parameters Nonlinear material models Fibre reinforced concrete Computer simulation
http://linked.open...ontrolniKodProRIV	[20A385D637F7]
http://linked.open...v/mistoKonaniAkce	Tel-Aviv
http://linked.open...i/riv/mistoVydani	Tel-Aviv. Israel
http://linked.open...i/riv/nazevZdroje	Engineering a Concrete Future: Technology, Modeling & Construction
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	3 (xsd:int)
http://linked.open...cetTvurcuVysledku	4 (xsd:int)
http://linked.open...vavai/riv/projekt	Complex modelling of concrete structures: Nonlinearity, reliability, life-time and risk aspects (COMOCOS) Simulation software tools for virtual reliability testing and lifetime ananlysis of concrete structures
http://linked.open...UplatneniVysledku	2013
http://linked.open...iv/tvurceVysledku	Lehký, David Pukl, Radomír Sajdlová, Tereza Novák, Drahomír
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2013-04-22 (xsd:date)
number of pages	4 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	978-965-92039-0-1
http://localhost/t...ganizacniJednotka	26110

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