Detail publikace
Numerical Design Calculation of T-stubs at Elevated Temperatures
DER, B. WALD, F. VILD, M.
Originální název
Numerical Design Calculation of T-stubs at Elevated Temperatures
Typ
článek v časopise ve Web of Science, Jimp
Jazyk
angličtina
Originální abstrakt
The failure of steel connections can lead to the progressive collapse of the entire structure. Accurate modelling of steel connections at elevated temperature allows structural fire engineers to design steel structures that may deal with the severity of a fire. The prEN 1993-1-14 proposes numerical design calculation for the static design check of steel connections. This paper presents a component-based finite element model (CBFEM) to design the T-stubs at elevated temperatures. The generated model is verified and validated against the results from the analytical model and experimental study. The resistance, failure modes and the load-deformation curves are used to validate and verify the CBFEM models for steel connection design at elevated temperatures. The results stated that the CBFEM is a practical design tool to model bolted connections at elevated temperatures and it is possible to apply the recommended 5% plastic limit strain by EN 1993-1-5 for fire design of bolted connections.
Klíčová slova
Elevated temperature; T-stubs; CBFEM; Numerical design calculation
Autoři
DER, B.; WALD, F.; VILD, M.
Vydáno
10. 9. 2024
Nakladatel
Springer Nature
ISSN
0015-2684
Periodikum
FIRE TECHNOLOGY
Ročník
61
Číslo
1
Stát
Spojené státy americké
Strany od
541
Strany do
562
Strany počet
22
URL
Plný text v Digitální knihovně
BibTex
@article{BUT189517,
author="Batuhan {Der} and František {Wald} and Martin {Vild}",
title="Numerical Design Calculation of T-stubs at Elevated Temperatures",
journal="FIRE TECHNOLOGY",
year="2024",
volume="61",
number="1",
pages="22",
doi="10.1007/s10694-024-01626-5",
issn="0015-2684",
url="https://link.springer.com/article/10.1007/s10694-024-01626-5"
}