Parametric study of high thin-walled Z-purlins structural connection with additional clip

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F18%3A10239199" target="_blank" >RIV/61989100:27120/18:10239199 - 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

Parametric study of high thin-walled Z-purlins structural connection with additional clip

Popis výsledku v původním jazyce

The article deals with the possibilities of connecting thin-walled purlins and supporting structures. The presented research is part of it the designing of large-scale halls field. For this type of construction the using of thin-walled purlins of higher structural heights is recommended. The behavior of the structure is highly influenced by different types of joints, by their number and also by other things. For example, geometrical and physical non-linearity must be including in numerical analysis. Experimental testing is also highly required. The main aim of the article is demonstration of parametric studies of a comprehensive series of experiments. The experiment results are presented in the context of the current design code. The evaluation is performed in the form of interaction (M/N) diagrams. Parametric study includes different thicknesses of steel, selected Z-purlins heights and several connection methods. The paper also contains a detailed determination of material properties of steel by tensile tests. (C) 2006-2018 Asian Research Publishing Network (ARPN).

Název v anglickém jazyce

Parametric study of high thin-walled Z-purlins structural connection with additional clip

Popis výsledku anglicky

The article deals with the possibilities of connecting thin-walled purlins and supporting structures. The presented research is part of it the designing of large-scale halls field. For this type of construction the using of thin-walled purlins of higher structural heights is recommended. The behavior of the structure is highly influenced by different types of joints, by their number and also by other things. For example, geometrical and physical non-linearity must be including in numerical analysis. Experimental testing is also highly required. The main aim of the article is demonstration of parametric studies of a comprehensive series of experiments. The experiment results are presented in the context of the current design code. The evaluation is performed in the form of interaction (M/N) diagrams. Parametric study includes different thicknesses of steel, selected Z-purlins heights and several connection methods. The paper also contains a detailed determination of material properties of steel by tensile tests. (C) 2006-2018 Asian Research Publishing Network (ARPN).

Druh

J_SC - Článek v periodiku v databázi SCOPUS

CEP obor

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OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

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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 periodika

ARPN Journal of Engineering and Applied Sciences

ISSN

1819-6608

e-ISSN

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Svazek periodika

13

Číslo periodika v rámci svazku

5

Stát vydavatele periodika

PK - Pákistánská islámská republika

Počet stran výsledku

9

Strana od-do

1615-1623

Kód UT WoS článku

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EID výsledku v databázi Scopus

2-s2.0-85044102291