Experimental verification of shear connection of thin-walled steel built-up members

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F19%3APU133512" target="_blank" >RIV/00216305:26110/19:PU133512 - 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

Experimental verification of shear connection of thin-walled steel built-up members

Popis výsledku v původním jazyce

The current trend in the design of steel structures leads, due to the saving of the material, to the frequent use of thin-walled cold formed steel sections. The majority of thin-walled steel profiles has a mono symmetrical cross-section, with the bending stiffness of the cross-section to the symmetry axis often higher than the bending stiffness to an axis per-pendicular to the axis of symmetry. By a suitable choice of the cross-sectional shapes and their shear connection (very often by means of bolted joints), the built-up thin-walled cross-sections can be created. These built-up sections are usually double symmetrical and their bending stiffnesses to the axes of symmetry are of same order. The subject of this article is an experimental investigation and evaluation of the shear connection of a pair of profiles with different number of fasteners and their arrangement.

Název v anglickém jazyce

Experimental verification of shear connection of thin-walled steel built-up members

Popis výsledku anglicky

The current trend in the design of steel structures leads, due to the saving of the material, to the frequent use of thin-walled cold formed steel sections. The majority of thin-walled steel profiles has a mono symmetrical cross-section, with the bending stiffness of the cross-section to the symmetry axis often higher than the bending stiffness to an axis per-pendicular to the axis of symmetry. By a suitable choice of the cross-sectional shapes and their shear connection (very often by means of bolted joints), the built-up thin-walled cross-sections can be created. These built-up sections are usually double symmetrical and their bending stiffnesses to the axes of symmetry are of same order. The subject of this article is an experimental investigation and evaluation of the shear connection of a pair of profiles with different number of fasteners and their arrangement.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

<a href="/cs/project/LO1408" target="_blank" >LO1408: AdMaS UP - Pokročilé stavební materiály, konstrukce a technologie</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>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

Stability and Ductility of Steel Structures 2019: Proceedings of the international colloquia on stability and ductility of steel structures, Prague, Czech Republic, September 11-13, 2019

ISBN

978-0-429-32024-8

ISSN

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e-ISSN

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Počet stran výsledku

7

Strana od-do

508-514

Název nakladatele

CRC Press/Balkema

Místo vydání

Leiden, The Netherlands

Místo konání akce

Praha

Datum konání akce

11. 9. 2019

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000542030200059