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Buckling curves of hot rolled H steel sections submitted to fire

Ziel

This multinational research is aimed at providing a simplified method of calculating the buckling behaviour of hot rolled steel sections subject to fire to satisfy the requirements of Part 10 of Eurocode 3 concerned with Structural Fire Design. The works will involve theoretical simulations, data collection and analysis; a number of full scale fire tests shall be conducted to confirm the theoretical analysis and include an extension to previous results by taking into account the effect of load eccentricity.

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Koordinator

PROFILARBED-RECHERCHES
EU-Beitrag
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Adresse

4009 ESCH-SUR-ALZETTE
Luxemburg

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