Numerical Analysis of Shallow Cast-in-Place Headed Studs

Kód výsledku v IS VaVaI

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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 Shallow Cast-in-Place Headed Studs

Popis výsledku v původním jazyce

Numerical analysis of behaviour of shallow cast-in-place headed stud is presented in this paper. The research is mainly focused on behaviour of cast-in-place headed studs for concrete structures in tension. Numerical analysis was realized in ATENA (Advanced Tool for Engineering Nonlinear Analysis) finite element analysis software, which is very suitable for concrete structures and members. The numerical 2D axi-symmetric model of concrete member with rigid headed anchor was carried out in GiD software. Fracture-Plastic constitutive model CC3DNonLinCementitious2 numerical model for concrete was set. Main variable was effective depth of anchor which was set between 90 and 190 mm. The results of analysis were quite satisfying and very well correspond to analytical CCD solution used in Eurocodes.

Název v anglickém jazyce

Numerical Analysis of Shallow Cast-in-Place Headed Studs

Popis výsledku anglicky

Numerical analysis of behaviour of shallow cast-in-place headed stud is presented in this paper. The research is mainly focused on behaviour of cast-in-place headed studs for concrete structures in tension. Numerical analysis was realized in ATENA (Advanced Tool for Engineering Nonlinear Analysis) finite element analysis software, which is very suitable for concrete structures and members. The numerical 2D axi-symmetric model of concrete member with rigid headed anchor was carried out in GiD software. Fracture-Plastic constitutive model CC3DNonLinCementitious2 numerical model for concrete was set. Main variable was effective depth of anchor which was set between 90 and 190 mm. The results of analysis were quite satisfying and very well correspond to analytical CCD solution used in Eurocodes.

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

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Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)<br>S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2011

Kód důvěrnosti údajů

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

Název statě ve sborníku

Experimentální analýza napětí 2011

ISBN

978-80-214-4275-7

ISSN

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e-ISSN

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Počet stran výsledku

8

Strana od-do

57-64

Název nakladatele

Brno University of Technology

Místo vydání

Brno

Místo konání akce

Znojmo

Datum konání akce

6. 6. 2011

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

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