Finite element modelling and identification of the material properties of fibre concrete

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F15%3A86095126" target="_blank" >RIV/61989100:27120/15:86095126 - isvavai.cz</a>

Výsledek na webu

<a href="http://doi.org/10.1016/j.proeng.2015.06.222" target="_blank" >http://doi.org/10.1016/j.proeng.2015.06.222</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1016/j.proeng.2015.06.222" target="_blank" >10.1016/j.proeng.2015.06.222</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Finite element modelling and identification of the material properties of fibre concrete

Popis výsledku v původním jazyce

Concrete is frequently used when designing the civil engineering structures. It is, in particular, used for elements of the load-carrying systems. High strength concrete, fibres in concrete or recycled materials are employed as advanced solutions. It isnecessary to identify the material properties of new materials and composites with respect to the future use. This is, particularly, the case of non-linear analyses which are performed in designs and analyses. This paper focuses on evaluation and modelling of three point flexural test of fibre concrete beams. The purpose is to evaluate the basic properties which will be used for constitutive models in the non-linear analyses. It is assumed that the constitutive models of concrete are based on the fracture-plastic theory. The modelling and analyses are performed in ATENA - the software application which is based on the Finite Element Method.

Název v anglickém jazyce

Finite element modelling and identification of the material properties of fibre concrete

Popis výsledku anglicky

Concrete is frequently used when designing the civil engineering structures. It is, in particular, used for elements of the load-carrying systems. High strength concrete, fibres in concrete or recycled materials are employed as advanced solutions. It isnecessary to identify the material properties of new materials and composites with respect to the future use. This is, particularly, the case of non-linear analyses which are performed in designs and analyses. This paper focuses on evaluation and modelling of three point flexural test of fibre concrete beams. The purpose is to evaluate the basic properties which will be used for constitutive models in the non-linear analyses. It is assumed that the constitutive models of concrete are based on the fracture-plastic theory. The modelling and analyses are performed in ATENA - the software application which is based on the Finite Element Method.

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

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Návaznosti

V - Vyzkumna aktivita podporovana z jinych verejnych zdroju

Rok uplatnění

2015

Kód důvěrnosti údajů

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

Název statě ve sborníku

Procedia Engineering. Volume 109

ISBN

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ISSN

1877-7058

e-ISSN

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Počet stran výsledku

6

Strana od-do

234-239

Název nakladatele

Elsevier

Místo vydání

London

Místo konání akce

Trapani

Datum konání akce

22. 6. 2015

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

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