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Analysis of the behavior of multiple dowel timber connections in fire

Identifieur interne : 004301 ( Main/Curation ); précédent : 004300; suivant : 004302

Analysis of the behavior of multiple dowel timber connections in fire

Auteurs : M. Khelifa [France] ; A. Khennane [Australie] ; M. El Ganaoui [France] ; Y. Rogaume [France]

Source :

Fire safety journal [ 0379-7112 ] ; 2014.

RBID : Pascal:14-0277606

Descripteurs français

Pascal (Inist)
- Construction en bois, Raccordement, Incendie, Modélisation, Comportement, Essai réaction au feu, Analyse thermomécanique, Goujon (composant mécanique), Transfert chaleur, Méthode élément fini, Modèle mathématique, Simulation numérique, Charge mécanique, Analyse contrainte.
Wicri :
- topic : Incendie.

English descriptors

KwdEn :
- Behavior, Connection, Finite element method, Fire reaction test, Fires, Heat transfer, Mathematical model, Mechanical load, Modeling, Numerical simulation, Stress analysis, Stud, Thermomechanical analysis, Wood construction.

Abstract

Being a combustible material, timber has not benefited from recent advances in fire research and associated computational work. However, as the design of timber structures is moving from prescriptive to performance based, there is a need for the development of material models that can be used in numerical simulations to predict fire resistance. A model based on continuum mechanics is therefore presented for the determination of the load bearing capacity of multi-dowel timber connections under fire. The model applies the classical flow theory of plasticity. It takes into account the orthotropic elastic behavior, the plastic anisotropic hardening, the large plastic deformations, and the effect of heat. Qualitatively, the predicted results agree with the experimental ones. The model can be easily implemented as a subroutine in existing finite element software.

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Le document en format XML

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<term>Mathematical model</term>
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<term>Numerical simulation</term>
<term>Stress analysis</term>
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<term>Thermomechanical analysis</term>
<term>Wood construction</term>
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<keywords scheme="Pascal" xml:lang="fr"><term>Construction en bois</term>
<term>Raccordement</term>
<term>Incendie</term>
<term>Modélisation</term>
<term>Comportement</term>
<term>Essai réaction au feu</term>
<term>Analyse thermomécanique</term>
<term>Goujon (composant mécanique)</term>
<term>Transfert chaleur</term>
<term>Méthode élément fini</term>
<term>Modèle mathématique</term>
<term>Simulation numérique</term>
<term>Charge mécanique</term>
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<front><div type="abstract" xml:lang="en">Being a combustible material, timber has not benefited from recent advances in fire research and associated computational work. However, as the design of timber structures is moving from prescriptive to performance based, there is a need for the development of material models that can be used in numerical simulations to predict fire resistance. A model based on continuum mechanics is therefore presented for the determination of the load bearing capacity of multi-dowel timber connections under fire. The model applies the classical flow theory of plasticity. It takes into account the orthotropic elastic behavior, the plastic anisotropic hardening, the large plastic deformations, and the effect of heat. Qualitatively, the predicted results agree with the experimental ones. The model can be easily implemented as a subroutine in existing finite element software.</div>
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Analysis of the behavior of multiple dowel timber connections in fire

Analysis of the behavior of multiple dowel timber connections in fire

Source :

Descripteurs français

English descriptors

Abstract

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