Modeling fibre concrete: from experiment to reliability assessment
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F07%3APU69358" target="_blank" >RIV/00216305:26110/07:PU69358 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Modeling fibre concrete: from experiment to reliability assessment
Original language description
The paper describes a complex methodology for statistical and reliability analyses of fibre concrete structures. It describes a virtual simulation to be used all the way from the assessment of experimental results to reliability analysis. The approach isbased on a randomization of nonlinear fracture mechanics finite element analysis of concrete structures. Theoretical as well as practical application aspect are presented emphasizing the conceptual framework and key points of the solution. Efficient techniques using both nonlinear numerical analysis of concrete structures and stochastic simulation methods of the Monte Carlo type have been combined in order to offer an advanced tool for assessment of the realistic behaviour of concrete structures from the statistical and reliability points of views. In order to use appropriate parameters of material laws in the computational model, an inverse analysis bysed on experimental results has to be performed.
Czech name
Modeling fibre concrete: from experiment to reliability assessment
Czech description
The paper describes a complex methodology for statistical and reliability analyses of fibre concrete structures. It describes a virtual simulation to be used all the way from the assessment of experimental results to reliability analysis. The approach isbased on a randomization of nonlinear fracture mechanics finite element analysis of concrete structures. Theoretical as well as practical application aspect are presented emphasizing the conceptual framework and key points of the solution. Efficient techniques using both nonlinear numerical analysis of concrete structures and stochastic simulation methods of the Monte Carlo type have been combined in order to offer an advanced tool for assessment of the realistic behaviour of concrete structures from the statistical and reliability points of views. In order to use appropriate parameters of material laws in the computational model, an inverse analysis bysed on experimental results has to be performed.
Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/1M06005" target="_blank" >1M06005: Integration research center of inorganic composites</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2007
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Fibre concrete 2007
ISBN
978-80-01-03740-9
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
137-142
Publisher name
Neuveden
Place of publication
Praha, Česká republika
Event location
Praha
Event date
Sep 12, 2007
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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