SHEAR RESISTANCE OF SANDWICH PANEL CONNECTION TO THE SUBSTRUCTURE AT ELEVATED TEMPERATURE

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00333654" target="_blank" >RIV/68407700:21110/19:00333654 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
SHEAR RESISTANCE OF SANDWICH PANEL CONNECTION TO THE SUBSTRUCTURE 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 a stabilizing members, a considerable amount of savings of steel can be achieved for structural members at ambient temperature. These stabilising effects may also help to achieve similar savings in case of fire.The response of single panel as well as the behaviour of whole structure is influenced by joints between sandwich panels and sub-structure. 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 therefore conducted to investigate the shear behaviour of sandwich panel joints in fire when loaded in shear. This paper presents the experimental results 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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Publication year
2019
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Proceedings of International Conference in Singapore, 13-14 June 2019
ISBN
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ISSN
2336-7318
e-ISSN
2336-7318
Number of pages
6
Pages from-to
1-6
Publisher name
Czech Technical University in Prague
Place of publication
Praha
Event location
Nanyang Technological University
Event date
Jun 13, 2019
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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