@article{ref1,
title="Bending resistance of metal-concrete composite beams in a natural fire",
journal="Civil and environmental engineering reports",
year="2018",
author="Chybiński, Marcin and Polus, Łukasz",
volume="28",
number="4",
pages="149-162",
abstract="In this paper, the bending resistance of three metal-concrete composite beams was compared in real car fires in an open car park. Steel and concrete composite beams are often used for the construction of ceilings in multi-storey car parks. The authors made an attempt to evaluate how the replacement of a non-alloy steel girder with a stainless steel or aluminium alloy girder affects the bending resistance of a composite beam under fire conditions. The analysed beams were not fire-protected. They consisted of a concrete slab and a girder made of: non-alloy (carbon) S235J2 (1.0117) steel, X6CrNiMoTi17- 12-2 (1.4571) stainless steel, and AW-6061 T6 (EN AW-Al Mg1SiCu) aluminium alloy.   Keywords:     composite beams; fire; steel; stainless steel; aluminium alloy; open car park<p /> <p>Language: en</p>",
language="en",
issn="2450-8594",
doi="10.2478/ceer-2018-0058",
url="http://dx.doi.org/10.2478/ceer-2018-0058"
}