Resistance of circular hollow section branch plate joints made from high strength steel

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F22%3A00358563" target="_blank" >RIV/68407700:21110/22:00358563 - isvavai.cz</a>
Result on the web
<a href="https://doi.org/10.1016/j.tws.2022.109345" target="_blank" >https://doi.org/10.1016/j.tws.2022.109345</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.tws.2022.109345" target="_blank" >10.1016/j.tws.2022.109345</a>

Result language
angličtina
Original language name
Resistance of circular hollow section branch plate joints made from high strength steel
Original language description
This paper presents an experimental and numerical investigation of the resistance of branch plate joints to a high-strength steel circular hollow section chord member subjected to axial compression with chord face plastification failure mode. The aim of the research was to investigate the effect of increased yield strength on joint behaviour and resistance. An experimental programme was conducted on ten specimens fabricated from S700 steel with longitudinally and transversely welded plates.
Czech name
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Czech description
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Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
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OECD FORD branch
20101 - Civil engineering

Project
<a href="/en/project/FW01010392" target="_blank" >FW01010392: Advanced design of structural joints/members by machine learning</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2022
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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