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 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.

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 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.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20101 - Civil engineering

Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2019

Kód důvěrnosti údajů

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

Název statě ve sborníku

Proceedings of International Conference in Singapore, 13-14 June 2019

ISBN

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ISSN

2336-7318

e-ISSN

2336-7318

Počet stran výsledku

6

Strana od-do

1-6

Název nakladatele

Czech Technical University in Prague

Místo vydání

Praha

Místo konání akce

​Nanyang Technological University

Datum konání akce

13. 6. 2019

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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