Open AccessBending Resistance of Metal-Concrete Composite Beams in a Natural Fire
Author(s) -
Marcin Chybiński,
Łukasz Polus
Publication year - 2018
Publication title -
civil and environmental engineering reports
Language(s) - English
Resource type - Journals
eISSN - 2450-8594
pISSN - 2080-5187
DOI - 10.2478/ceer-2018-0058
Subject(s) - girder , composite number , materials science , fire resistance , structural engineering , bending , aluminium , alloy , beam (structure) , composite material , slab , metallurgy , engineering
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.