Shear resistance of sandwich panel connection to the substructure at elevated temperature

Kód výsledku v IS VaVaI

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Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Shear resistance of sandwich panel connection to the substructure at elevated temperature

Popis výsledku v původním jazyce

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.

Název v anglickém jazyce

Shear resistance of sandwich panel connection to the substructure at elevated temperature

Popis výsledku anglicky

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.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20101 - Civil engineering

Projekt

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Návaznosti

R - Projekt Ramcoveho programu EK

Rok uplatnění

2020

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Proceedings of the 11th International Conference on Structures in Fire (SiF 2020)

ISBN

978-1-74272-343-3

ISSN

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e-ISSN

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Počet stran výsledku

7

Strana od-do

451-457

Název nakladatele

The University of Queensland

Místo vydání

Brisbane QLD

Místo konání akce

The University of Queensland, Brisbane

Datum konání akce

30. 11. 2020

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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