Numerical simulation of a fire resistance test and prediction of the flue gas leakage using CFD/FEM coupling

Author:

Prieler ReneORCID,Pletzer Simon,Thusmer Stefan,Schwabegger Günther,Hochenauer Christoph

Abstract

PurposeIn fire resistance tests (FRTs) of building materials, a crucial criterion to pass the test procedure is to avoid the leakage of the hot flue gases caused by gaps and cracks occurring due to the thermal exposure. The present study's aim is to calculate the deformation of a steel door, which is embedded within a wall made of bricks, and qualitatively determine the flue gas leakage.Design/methodology/approachA computational fluid dynamics/finite element method (CFD/FEM) coupling was introduced representing an intermediate approach between a one-way and a full two-way coupling methodology, leading to a simplified two-way coupling (STWC). In contrast to a full two way-coupling, the heat transfer through the steel door was simulated based on a one-way approach. Subsequently, the predicted temperatures at the door from the one-way simulation were used in the following CFD/FEM simulation, where the fluid flow inside and outside the furnace as well as the deformation of the door were calculated simultaneously.FindingsThe simulation showed large gaps and flue gas leakage above the door lock and at the upper edge of the door, which was in close accordance to the experiment. Furthermore, it was found that STWC predicted similar deformations compared to the one-way coupling.Originality/valueSince two-way coupling approaches for fluid/structure interaction in fire research are computationally demanding, the number of studies is low. Only a few are dealing with the flue gas exit from rooms due to destruction of solid components. Thus, the present study is the first two-way approach dealing with flue gas leakage due to gap formation.

Publisher

Emerald

Subject

Mechanical Engineering,Mechanics of Materials,Safety, Risk, Reliability and Quality

Reference44 articles.

1. Analysis of a bridge failure due to fire using computational fluid dynamics and finite element models;Engineering Structures,2014

2. Eurocode 3: design of steel structures – part 1-2: general rules – structural fire design;BS EN1993-1-2,1993

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