Global analysis of stainless steel structures

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F21%3A00351690" target="_blank" >RIV/68407700:21110/21:00351690 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

čeština

Original language name

Globální analýza konstrukcí z korozivzdorné oceli

Original language description

Experiments of stainless steel frames were prepared within this research. The global structure behaviour is planned to be examined and based on the experiments, a numerical model will be validated. Subsequent parametric study will be aimed on the proposal of a global analysis method for stainless steel structures, because 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. However, the rules are missing in the system of Eurocodes.

Czech name

Globální analýza konstrukcí z korozivzdorné oceli

Czech description

Experiments of stainless steel frames were prepared within this research. The global structure behaviour is planned to be examined and based on the experiments, a numerical model will be validated. Subsequent parametric study will be aimed on the proposal of a global analysis method for stainless steel structures, because 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. However, the rules are missing in the system of Eurocodes.

Type

D - Article in proceedings

CEP classification

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OECD FORD branch

20101 - Civil engineering

Project

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Continuities

S - Specificky vyzkum na vysokych skolach

Publication year

2021

Confidentiality

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

Article name in the collection

Sborník semináře doktorandů katedry ocelových a dřevěných konstrukcí 2021

ISBN

978-80-01-06856-4

ISSN

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e-ISSN

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Number of pages

4

Pages from-to

24-27

Publisher name

České vysoké učení technické v Praze

Place of publication

Praha

Event location

Praha

Event date

Feb 2, 2021

Type of event by nationality

CST - Celostátní akce

UT code for WoS article

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