Stainless Steel Portal Frame Tests

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F22%3A00360010" target="_blank" >RIV/68407700:21110/22:00360010 - isvavai.cz</a>

Výsledek na webu

<a href="https://onlinelibrary.wiley.com/doi/epdf/10.1002/cepa.1782" target="_blank" >https://onlinelibrary.wiley.com/doi/epdf/10.1002/cepa.1782</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1002/cepa.1782" target="_blank" >10.1002/cepa.1782</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Stainless Steel Portal Frame Tests

Popis výsledku v původním jazyce

Experiments on stainless steel frames were carried out within this research. In total, 5 portal frames made of austenitic stainless steel SHS/RHS were tested. The paper thoroughly describes the performance of the loading tests including the layout of auxiliary elements and measuring devices. The technical drawing of the experiment layout with a description is presented as well as several photos. The load-bearing capacities of the frames are summarised in a table. The research aims for a global structure behaviour examination with a particular focus on stainless steel structures. Their behaviour is highly influenced by nonlinear material stress-strain response. Material nonlinearity leads to loss of stiffness, which results in greater deflections. And greater deflections generate greater second-order effects. Worldwide research show this particularity needs to be taken into consideration when conducting a global analysis of the structure.

Název v anglickém jazyce

Stainless Steel Portal Frame Tests

Popis výsledku anglicky

Experiments on stainless steel frames were carried out within this research. In total, 5 portal frames made of austenitic stainless steel SHS/RHS were tested. The paper thoroughly describes the performance of the loading tests including the layout of auxiliary elements and measuring devices. The technical drawing of the experiment layout with a description is presented as well as several photos. The load-bearing capacities of the frames are summarised in a table. The research aims for a global structure behaviour examination with a particular focus on stainless steel structures. Their behaviour is highly influenced by nonlinear material stress-strain response. Material nonlinearity leads to loss of stiffness, which results in greater deflections. And greater deflections generate greater second-order effects. Worldwide research show this particularity needs to be taken into consideration when conducting a global analysis of the structure.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

<a href="/cs/project/GA20-24563S" target="_blank" >GA20-24563S: Metody globální analýzy pro štíhlé konstrukce z korozivzdorných ocelí a dalších ocelí s nelineárním pracovním diagramem</a><br>

Návaznosti

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

Rok uplatnění

2022

Kód důvěrnosti údajů

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

Název statě ve sborníku

The International Colloquium on Stability and Ductility of Steel Structures (SDSS 2022)

ISBN

—

ISSN

2509-7075

e-ISSN

2509-7075

Počet stran výsledku

6

Strana od-do

500-505

Název nakladatele

Ernst & Sohn

Místo vydání

Berlin

Místo konání akce

Aveiro

Datum konání akce

14. 9. 2022

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

—