Numerical analysis of double C profile connected by clinching technology

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F19%3A10242633" target="_blank" >RIV/61989100:27120/19:10242633 - isvavai.cz</a>

Výsledek na webu

<a href="https://aip.scitation.org/doi/abs/10.1063/1.5114118" target="_blank" >https://aip.scitation.org/doi/abs/10.1063/1.5114118</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1063/1.5114118" target="_blank" >10.1063/1.5114118</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Numerical analysis of double C profile connected by clinching technology

Popis výsledku v původním jazyce

The article deals with a numerical analysis of a composed steel thin-walled beam. The selected construction of the beam will be prepared for an upcoming three points bending test. The cross section of the beam is made of double C-shaped profiles that are connected by the clinching method. The connection is done at several levels along the length of the beam, which should provide sufficient interaction. This type of beam can be used in constructions of light steel thin-walled halls as a column or a roof truss. The article presents the basic information of the upcoming three points bending test of the beam structure. A part of this article is also dedicated to the description of the numerical modeling of the real test. The subject of the numerical analysis is to investigate the functionality of the considered connection as well as the whole structure of the beam. The article also indicates the possibility of identifying the critical locations in the construction. (C) 2019 Author(s).

Název v anglickém jazyce

Numerical analysis of double C profile connected by clinching technology

Popis výsledku anglicky

The article deals with a numerical analysis of a composed steel thin-walled beam. The selected construction of the beam will be prepared for an upcoming three points bending test. The cross section of the beam is made of double C-shaped profiles that are connected by the clinching method. The connection is done at several levels along the length of the beam, which should provide sufficient interaction. This type of beam can be used in constructions of light steel thin-walled halls as a column or a roof truss. The article presents the basic information of the upcoming three points bending test of the beam structure. A part of this article is also dedicated to the description of the numerical modeling of the real test. The subject of the numerical analysis is to investigate the functionality of the considered connection as well as the whole structure of the beam. The article also indicates the possibility of identifying the critical locations in the construction. (C) 2019 Author(s).

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2019

Kód důvěrnosti údajů

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

Název statě ve sborníku

AIP Conference Proceedings. Volume 2116

ISBN

978-0-7354-1854-7

ISSN

0094-243X

e-ISSN

1551-7616

Počet stran výsledku

4

Strana od-do

4

Název nakladatele

American Institute of Physics

Místo vydání

Melville

Místo konání akce

Rhodos

Datum konání akce

13. 9. 2018

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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