Resistance Capacity of Connection of Thin-walled Roof Components

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F18%3A10240118" target="_blank" >RIV/61989100:27120/18:10240118 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.1063/1.5043802" target="_blank" >http://dx.doi.org/10.1063/1.5043802</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1063/1.5043802" target="_blank" >10.1063/1.5043802</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Resistance Capacity of Connection of Thin-walled Roof Components

Popis výsledku v původním jazyce

The paper is focused on resistance capacity of connection high thin-walled cold-formed steel Z purlin in support region. The influence of additional clip connected by bolts thought the bottom flange of the purlin to the supporting structure was also studied. Overall behavior of high Z purlins purlin and its connection is highly influenced by the local stability problems specially web and flange crippling. A series of physical test was performed. The results of these experiments were used to verify numerical models. Two connection setups were tested, one with a clip and the other with a reinforcement clip. Numerical and experimental data was compared and influence of reinforcement clip on load bearing capacities and failure modes in support region was observed. The presented results are part of extensive research which aims to create recommendations and methodology for the design and Z purlins checks according standards.

Název v anglickém jazyce

Resistance Capacity of Connection of Thin-walled Roof Components

Popis výsledku anglicky

The paper is focused on resistance capacity of connection high thin-walled cold-formed steel Z purlin in support region. The influence of additional clip connected by bolts thought the bottom flange of the purlin to the supporting structure was also studied. Overall behavior of high Z purlins purlin and its connection is highly influenced by the local stability problems specially web and flange crippling. A series of physical test was performed. The results of these experiments were used to verify numerical models. Two connection setups were tested, one with a clip and the other with a reinforcement clip. Numerical and experimental data was compared and influence of reinforcement clip on load bearing capacities and failure modes in support region was observed. The presented results are part of extensive research which aims to create recommendations and methodology for the design and Z purlins checks according standards.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2018

Kód důvěrnosti údajů

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

Název statě ve sborníku

AIP Conference Proceedings. Volume 1978

ISBN

978-0-7354-1690-1

ISSN

0094-243X

e-ISSN

neuvedeno

Počet stran výsledku

4

Strana od-do

—

Název nakladatele

American Institute of Physics

Místo vydání

Melville

Místo konání akce

Soluň

Datum konání akce

25. 9. 2017

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000445105400144