Shear behaviour of sandwich panel fasteners in fire
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00333393" target="_blank" >RIV/68407700:21110/19:00333393 - isvavai.cz</a>
Alternative codes found
RIV/68407700:21110/19:00348680 RIV/68407700:21110/19:00349198
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Shear behaviour of sandwich panel fasteners in fire
Original language description
In recent years the usage of sandwich panels as wall cladding and roofing has increased significantly. It has been shown that by using sandwich panels and trapezoidal sheeting as a stabilizing members, a considerable amount of savings of steel can be achieved for structural members at ambient temperature. Previous researchers has not covered this topic under elevated temperature and these stabilising effects may also help to achieve similar savings in case of fire. The behaviour of sandwich panel stiffeners in fire is very important in order to predict and investigate the whole structure. Therefore, an experimental investigation was conducted to study the shear behaviour of sandwich panel joints in fire when loaded in shear under the diaphragm action. In this paper the experimental results of 16 sandwich panel fastener tests are presented which are carried out under the RFCS research project STABFI which is performing a research currently on the stabilization of a structural building using the cladding systems in fire. The results of the tests show that bearing failure of the inner steel sheet was the main failure mode. There was no failure of screws for all the tests at ambient and elevated temperatures except one. The results of the tests provided experimental data for the sandwich fasteners related to building stabilization in fire through the cladding systems which is under investigation of RFCS project STABFI.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20103 - Architecture engineering
Result continuities
Project
<a href="/en/project/TH02020301" target="_blank" >TH02020301: Advanced design of strengthening of steel structures under loading</a><br>
Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2019
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Proceedings of the International Colloquia on Stability and Ductility of Steel Structures (SDSS 2019)
ISBN
9780367335038
ISSN
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e-ISSN
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Number of pages
7
Pages from-to
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Publisher name
CRC Press/Balkema
Place of publication
Leiden
Event location
Praha
Event date
Sep 11, 2019
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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