Design of Fibre Reinforced Concrete Structures based on Nonlinear Analysis

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F16050517%3A_____%2F11%3A%230000020" target="_blank" >RIV/16050517:_____/11:#0000020 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Design of Fibre Reinforced Concrete Structures based on Nonlinear Analysis

Popis výsledku v původním jazyce

The nonlinear finite element analysis can be utilized not only in research but also in the practical design of fibre reinforced concrete (FRC) structures. Behaviour of the structure under service or ultimate loading conditions can be realistically simulated using advanced computer methods. Special constitutive material models were developed for description of fracture of FRC-material in the nonlinear finite element analysis. Crack development, load carrying capacity and post-critical behaviour of engineering structures can be traced and analyzed. The nonlinear fracture analysis accounting tensile capacity of material enables to exploit reserves, which are usually neglected or diminished in codes or in linear analysis, and helps in cases which are not sufficiently supported by the codes. Recently proposed advanced design methods based on the global safety concept, utilization a newly developed ECOV-Method, stochastic LHS nonlinear analysis and structural reliability assessment of FRC st

Název v anglickém jazyce

Design of Fibre Reinforced Concrete Structures based on Nonlinear Analysis

Popis výsledku anglicky

The nonlinear finite element analysis can be utilized not only in research but also in the practical design of fibre reinforced concrete (FRC) structures. Behaviour of the structure under service or ultimate loading conditions can be realistically simulated using advanced computer methods. Special constitutive material models were developed for description of fracture of FRC-material in the nonlinear finite element analysis. Crack development, load carrying capacity and post-critical behaviour of engineering structures can be traced and analyzed. The nonlinear fracture analysis accounting tensile capacity of material enables to exploit reserves, which are usually neglected or diminished in codes or in linear analysis, and helps in cases which are not sufficiently supported by the codes. Recently proposed advanced design methods based on the global safety concept, utilization a newly developed ECOV-Method, stochastic LHS nonlinear analysis and structural reliability assessment of FRC st

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/FR-TI1%2F612" target="_blank" >FR-TI1/612: *Výpočetní program pro simulaci procesů v průběhu tvrdnutí betonu s využitím mikroúrovňových modelů hydratace</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2011

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

FIBRE CONCRETE 2011

ISBN

978-80-01-04836-8

ISSN

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e-ISSN

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Počet stran výsledku

10

Strana od-do

1-10

Název nakladatele

Czech Concrete Society

Místo vydání

Prague

Místo konání akce

Praha

Datum konání akce

1. 1. 2011

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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