Shear resistance of sandwich panel connection at elevated temperature

Kód výsledku v 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>

Výsledek na webu

<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>

Jazyk výsledku

angličtina

Název v původním jazyce

Shear resistance of sandwich panel connection 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 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

J_SC - Článek v periodiku v databázi SCOPUS

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

—

Návaznosti

R - Projekt Ramcoveho programu EK

Rok uplatnění

2022

Kód důvěrnosti údajů

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

Název periodika

Journal of Structural Fire Engineering

ISSN

2040-2317

e-ISSN

—

Svazek periodika

13

Číslo periodika v rámci svazku

2

Stát vydavatele periodika

GB - Spojené království Velké Británie a Severního Irska

Počet stran výsledku

9

Strana od-do

162-170

Kód UT WoS článku

000708393000001

EID výsledku v databázi Scopus

2-s2.0-85117136980