The strain limit state criterion for hollow section joints

Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F22%3A00358043" target="_blank" >RIV/68407700:21110/22:00358043 - isvavai.cz</a>
Výsledek na webu
<a href="https://doi.org/10.1002/stco.202100030" target="_blank" >https://doi.org/10.1002/stco.202100030</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1002/stco.202100030" target="_blank" >10.1002/stco.202100030</a>

Jazyk výsledku
angličtina
Název v původním jazyce
The strain limit state criterion for hollow section joints
Popis výsledku v původním jazyce
This paper focuses on discussions about establishing the design resistance of hollow section joints, which have now been ongoing for 30 years. The question arose once physical experiments could be replaced by numerical tests and was temporarily solved by agreement on a displacement limit within the IIW. With the advent of design using finite element (FE) solutions and the use of high-strength steels, this question is being raised once more.
Název v anglickém jazyce
The strain limit state criterion for hollow section joints
Popis výsledku anglicky
This paper focuses on discussions about establishing the design resistance of hollow section joints, which have now been ongoing for 30 years. The question arose once physical experiments could be replaced by numerical tests and was temporarily solved by agreement on a displacement limit within the IIW. With the advent of design using finite element (FE) solutions and the use of high-strength steels, this question is being raised once more.

Rok uplatnění
2022
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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