Tests of the local resistance of thin-walled z-purlins clip connection to the supporting structure

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F17%3A10237191" target="_blank" >RIV/61989100:27120/17:10237191 - isvavai.cz</a>

Výsledek na webu

<a href="http://www.arpnjournals.org/jeas/research_papers/rp_2017/jeas_0317_5793.pdf" target="_blank" >http://www.arpnjournals.org/jeas/research_papers/rp_2017/jeas_0317_5793.pdf</a>

DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Tests of the local resistance of thin-walled z-purlins clip connection to the supporting structure

Popis výsledku v původním jazyce

The local resistance of thin-walled cold-formed steel Z purlin clip connection with the additional bolt connection thought the bottom flange of the purlin to the supporting structure was studied. Overall behavior of this purlin and its connection is highly influenced by the local stability problems. Twelve experimental tests with four different widths of the bearing structure were performed together with advanced numerical finite element study. The numerical model was verified by the experiment performed. Finally, the experimental and numerical results are compared; typical failure mode is discussed in the conclusions. Future planed research activities are presented. © 2006-2016 Asian Research Publishing Network (ARPN). All rights reserved.

Název v anglickém jazyce

Tests of the local resistance of thin-walled z-purlins clip connection to the supporting structure

Popis výsledku anglicky

The local resistance of thin-walled cold-formed steel Z purlin clip connection with the additional bolt connection thought the bottom flange of the purlin to the supporting structure was studied. Overall behavior of this purlin and its connection is highly influenced by the local stability problems. Twelve experimental tests with four different widths of the bearing structure were performed together with advanced numerical finite element study. The numerical model was verified by the experiment performed. Finally, the experimental and numerical results are compared; typical failure mode is discussed in the conclusions. Future planed research activities are presented. © 2006-2016 Asian Research Publishing Network (ARPN). All rights reserved.

Druh

J_SC - Článek v periodiku v databázi SCOPUS

CEP obor

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OECD FORD obor

20101 - Civil engineering

Projekt

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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 periodika

ARPN Journal of Engineering and Applied Sciences

ISSN

1819-6608

e-ISSN

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Svazek periodika

12

Číslo periodika v rámci svazku

5

Stát vydavatele periodika

PK - Pákistánská islámská republika

Počet stran výsledku

7

Strana od-do

1540-1546

Kód UT WoS článku

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EID výsledku v databázi Scopus

2-s2.0-85015252841