Numerical Modelling of Thin-walled Purlins Connection to the Supporting Structure

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F17%3A10237192" target="_blank" >RIV/61989100:27120/17:10237192 - isvavai.cz</a>

Výsledek na webu

<a href="https://doi.org/10.1016/j.proeng.2017.05.325" target="_blank" >https://doi.org/10.1016/j.proeng.2017.05.325</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1016/j.proeng.2017.05.325" target="_blank" >10.1016/j.proeng.2017.05.325</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Numerical Modelling of Thin-walled Purlins Connection to the Supporting Structure

Popis výsledku v původním jazyce

The advantage of thin-walled cold-formed steel profiles used as a carrying member in building structures is their low weight, which results to both material savings and simple assembly. However, the design disadvantages because of their large slenderness, which influence the local and global stability, occur. This phenomenon can have a significant influence to the total loadbearing capacity in comparison with the hot-rolled cross-sections. One of the critical sections can be assign in the support, because of the large influence of local forces action. Therefore this article deals with numerical models of thin-walled purlins overlap connection to the supporting structure. Numerical models are done especially for tall and slender purlins connected both-directly through the bottom flange or through the web using standard clip connection. The numerical models are understood as basis for future experimental tests of similar load connections. (C) 2017 The Authors. Published by

Název v anglickém jazyce

Numerical Modelling of Thin-walled Purlins Connection to the Supporting Structure

Popis výsledku anglicky

The advantage of thin-walled cold-formed steel profiles used as a carrying member in building structures is their low weight, which results to both material savings and simple assembly. However, the design disadvantages because of their large slenderness, which influence the local and global stability, occur. This phenomenon can have a significant influence to the total loadbearing capacity in comparison with the hot-rolled cross-sections. One of the critical sections can be assign in the support, because of the large influence of local forces action. Therefore this article deals with numerical models of thin-walled purlins overlap connection to the supporting structure. Numerical models are done especially for tall and slender purlins connected both-directly through the bottom flange or through the web using standard clip connection. The numerical models are understood as basis for future experimental tests of similar load connections. (C) 2017 The Authors. Published by

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2017

Kód důvěrnosti údajů

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

Název statě ve sborníku

Procedia Engineering. Volume 190

ISBN

—

ISSN

1877-7058

e-ISSN

neuvedeno

Počet stran výsledku

7

Strana od-do

186-192

Název nakladatele

Elsevier

Místo vydání

Amsterdam

Místo konání akce

Bratislava

Datum konání akce

9. 11. 2016

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000416996800027