The strain limit state criterion for hollow section joints
The result's identifiers
Result code in 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>
Result on the web
<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>
Alternative languages
Result language
angličtina
Original language name
The strain limit state criterion for hollow section joints
Original language description
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.
Czech name
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Czech description
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Classification
Type
J<sub>SC</sub> - Article in a specialist periodical, which is included in the SCOPUS database
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2022
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Steel Construction
ISSN
1867-0520
e-ISSN
—
Volume of the periodical
2022
Issue of the periodical within the volume
15
Country of publishing house
DE - GERMANY
Number of pages
8
Pages from-to
2-9
UT code for WoS article
000796244000004
EID of the result in the Scopus database
2-s2.0-85130638524