Longitudinal Shear in Partially Encased Composite Steel and Concrete I Member

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F11%3A00182345" target="_blank" >RIV/68407700:21110/11:00182345 - 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

Longitudinal Shear in Partially Encased Composite Steel and Concrete I Member

Popis výsledku v původním jazyce

The paper comprises evaluation of experimental results covering resistance of headed studs with diameters of 10 and 13 mm being outside the limitation of the current design code. The experimental investigation is commented with results of push-out testshaving studs with 10 and 13 mm diameters and various qualities of concrete part. The results are given in the form of design characteristics, i.e. design and characteristic resistances of the welded studs, slip capacities, and force-slip diagrams. The second part of the paper describes numerical investigation of a composite partially encased member under combined bending and axial force, in which results of the above described tests are employed. Non-linear behaviour of such beam column having small studs welded to its web is analysed using commercial finite element software ANSYS.

Název v anglickém jazyce

Longitudinal Shear in Partially Encased Composite Steel and Concrete I Member

Popis výsledku anglicky

The paper comprises evaluation of experimental results covering resistance of headed studs with diameters of 10 and 13 mm being outside the limitation of the current design code. The experimental investigation is commented with results of push-out testshaving studs with 10 and 13 mm diameters and various qualities of concrete part. The results are given in the form of design characteristics, i.e. design and characteristic resistances of the welded studs, slip capacities, and force-slip diagrams. The second part of the paper describes numerical investigation of a composite partially encased member under combined bending and axial force, in which results of the above described tests are employed. Non-linear behaviour of such beam column having small studs welded to its web is analysed using commercial finite element software ANSYS.

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

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Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2011

Kód důvěrnosti údajů

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

Název statě ve sborníku

Eurosteel 2011 6th European Conference on Steel and Composite Structures

ISBN

978-92-9147-103-4

ISSN

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e-ISSN

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Počet stran výsledku

6

Strana od-do

651-656

Název nakladatele

ECCS European Convention for Constructional Steelwork

Místo vydání

Brussels

Místo konání akce

Budapest

Datum konání akce

31. 8. 2011

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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