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Master Thesis

Instabilité en construction métallique : étude du voilement d’âme des profilés reconstitués soudés suivant les règles CM 66, de l’additif 80 et de l’Eurocodes 3

Abstract : While structural elements are compressed, on ali or part of their transverse section, their carrying capacity may decrease because of instability phenomenon. This phenomenon is calied "Buckling" if the element is compressed by his own axis (a column for example). lt is called "Lateral Buckling" if the element is bent around its strong slowness axis (a beam for examp le), under the effect of transverse loads for example. The taller is the element, the bigger will be the instability phenomenon . lnstability of thin patches compressed in their own plan is called "Warp Buckle". This report deals with checking methods for instability risks, following current rules of construction (CM66, Additif 80 and Eurocode 3).
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Master Thesis
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https://dumas.ccsd.cnrs.fr/dumas-01076589
Contributor : Cnam - Service Commun de la Documentation - Bibliothèque Centrale <>
Submitted on : Friday, October 31, 2014 - 12:38:43 PM
Last modification on : Saturday, February 8, 2020 - 11:54:02 AM
Long-term archiving on: : Monday, February 2, 2015 - 3:37:50 PM

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Ibrahima Diallo. Instabilité en construction métallique : étude du voilement d’âme des profilés reconstitués soudés suivant les règles CM 66, de l’additif 80 et de l’Eurocodes 3. Génie civil. 2011. ⟨dumas-01076589⟩

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