OPEN CROSS SECTION STAINLESS STEEL BEAMS

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00333486" target="_blank" >RIV/68407700:21110/19:00333486 - isvavai.cz</a>

Výsledek na webu

<a href="http://147.32.134.7/NFF/docs/sborniky/NFF-sbornik19.pdf" target="_blank" >http://147.32.134.7/NFF/docs/sborniky/NFF-sbornik19.pdf</a>

DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

OPEN CROSS SECTION STAINLESS STEEL BEAMS

Popis výsledku v původním jazyce

The contribution shows experimental and numerical research of welded slender stainless steel I-section beams. Behavior of stainless steel members has been investigated mainly for hollow sections. Currently, open sections are also being used in structures and the design rules for both local buckling of very slender sections as well as lateral torsional buckling reduction factors are based on very limited experimental and numerical research. Firstly, a geometrically and materially nonlinear analysis with imperfection was used in software Abaqus numerical model for design of test arrangement. The experimental program consisted of six stainless steel beam tests and will be used for a model validation. A parametric study based on the validated numerical model will be used to compare existing design procedures and their possible refinement for Class 4 sections.

Název v anglickém jazyce

OPEN CROSS SECTION STAINLESS STEEL BEAMS

Popis výsledku anglicky

The contribution shows experimental and numerical research of welded slender stainless steel I-section beams. Behavior of stainless steel members has been investigated mainly for hollow sections. Currently, open sections are also being used in structures and the design rules for both local buckling of very slender sections as well as lateral torsional buckling reduction factors are based on very limited experimental and numerical research. Firstly, a geometrically and materially nonlinear analysis with imperfection was used in software Abaqus numerical model for design of test arrangement. The experimental program consisted of six stainless steel beam tests and will be used for a model validation. A parametric study based on the validated numerical model will be used to compare existing design procedures and their possible refinement for Class 4 sections.

Druh

D - Stať ve sborníku

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

2019

Kód důvěrnosti údajů

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

Název statě ve sborníku

Sborník semináře doktorandů katedry ocelových a dřevěných konstrukcí 2019

ISBN

978-80-01-06601-0

ISSN

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e-ISSN

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Počet stran výsledku

4

Strana od-do

35-38

Název nakladatele

České vysoké učení technické v Praze

Místo vydání

Praha

Místo konání akce

Praha

Datum konání akce

5. 2. 2019

Typ akce podle státní příslušnosti

CST - Celostátní akce

Kód UT WoS článku

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