Numerical analysis of interaction of steel-fibre concrete slab with subsoil and comparison with values measured during experimental loading test

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F15%3A86094544" target="_blank" >RIV/61989100:27120/15:86094544 - 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

Numerical analysis of interaction of steel-fibre concrete slab with subsoil and comparison with values measured during experimental loading test

Popis výsledku v původním jazyce

Numerical interaction model of steel-fibre reinforced concrete slab and subsoil was created by two different software tools. Both software tools are based on finite element method (FEM). Input data for numerical analysis were observed experimental loading test of steel-fibre reinforced concrete slab. The loading was performed using unique experimental equipment constructed in the area Faculty of Civil Engineering, VŠB-TU Ostrava. The analysis of the interaction of steel-fibre reinforced concrete slab with subsoil was solved with application of inhomogeneous half-space. Application of inhomogeneous half-space allows better capture the subsoil behaviour and its increasing modulus of deformability with increasing depth of subsoil model. Homogeneous half-space this takes no account and calculated settlement is strongly dependent on the size of the subsoil model, as parametric study demonstrated. It has been proven by parametric study, that the settlement obtained by the analysis of inhomog

Název v anglickém jazyce

Numerical analysis of interaction of steel-fibre concrete slab with subsoil and comparison with values measured during experimental loading test

Popis výsledku anglicky

Numerical interaction model of steel-fibre reinforced concrete slab and subsoil was created by two different software tools. Both software tools are based on finite element method (FEM). Input data for numerical analysis were observed experimental loading test of steel-fibre reinforced concrete slab. The loading was performed using unique experimental equipment constructed in the area Faculty of Civil Engineering, VŠB-TU Ostrava. The analysis of the interaction of steel-fibre reinforced concrete slab with subsoil was solved with application of inhomogeneous half-space. Application of inhomogeneous half-space allows better capture the subsoil behaviour and its increasing modulus of deformability with increasing depth of subsoil model. Homogeneous half-space this takes no account and calculated settlement is strongly dependent on the size of the subsoil model, as parametric study demonstrated. It has been proven by parametric study, that the settlement obtained by the analysis of inhomog

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2015

Kód důvěrnosti údajů

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

Název statě ve sborníku

Fibre Concrete 2015 : technology, design, application : 8th international conference : proceedings

ISBN

978-80-01-05683-7

ISSN

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e-ISSN

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Počet stran výsledku

10

Strana od-do

1-10

Název nakladatele

České vysoké učení technické v Praze

Místo vydání

Praha

Místo konání akce

Praha

Datum konání akce

10. 9. 2015

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

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