Shear resistance of sandwich panel connection at elevated temperature

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F22%3A00351445" target="_blank" >RIV/68407700:21110/22:00351445 - isvavai.cz</a>
Result on the web
<a href="https://doi.org/10.1108/JSFE-03-2021-0013" target="_blank" >https://doi.org/10.1108/JSFE-03-2021-0013</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1108/JSFE-03-2021-0013" target="_blank" >10.1108/JSFE-03-2021-0013</a>

Result language
angličtina
Original language name
Shear resistance of sandwich panel connection at elevated temperature
Original language description
Sandwich construction has developed and has become an integral part of lightweight construction. In the recent projects it has been shown that by using sandwich panels as stabilizing members, a considerable amount of savings of steel can be achieved for structural members at ambient temperature. These stabilizing effects may also help to achieve similar savings in case of fire. The response of a single panel as well as the behaviour of the whole structure is influenced by joints between the sandwich panels and the substructure. The fastenings used to fix the sandwich panels to a sub-structure may be loaded by shear forces caused by self-weight, live loads or diaphragm action. Therefore, an experimental investigation was conducted to investigate the shear behaviour of sandwich panel joints in fire. This paper summarised briefly the experimental results, numerical simulations and analytical models on the shear behaviour of sandwich panel joints at ambient and elevated temperatures.
Czech name
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Czech description
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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

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

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