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Auteur P. Paczos |
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Elastic buckling of cold-formed thin-walled channel beams with drop flanges / K. Magnucki in Journal of structural engineering, Vol. 136 N° 7 (Juillet 2010)
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Titre : Elastic buckling of cold-formed thin-walled channel beams with drop flanges Type de document : texte imprimé Auteurs : K. Magnucki, Auteur ; P. Paczos, Auteur ; J. Kasprzak, Auteur Année de publication : 2011 Article en page(s) : pp. 886-896 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Thin-walled beam Global and local buckling Drop flanges Channel beams Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : The subject of the paper is cold-formed thin-walled channel beams with open or closed profile of drop flanges. The geometric properties of two C-sections are described including warping functions and warping inertia moments. The analytical solutions of problems of global and local stability of thin-walled beams are presented. The theoretical solutions of elastic buckling problems of these beams are numerically found using FEM and are experimentally verified. The results of analytical and numerical investigations are compared and presented in the tables and figures.
DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v136/i7/p886_s1?isAuthorized=no
in Journal of structural engineering > Vol. 136 N° 7 (Juillet 2010) . - pp. 886-896[article] Elastic buckling of cold-formed thin-walled channel beams with drop flanges [texte imprimé] / K. Magnucki, Auteur ; P. Paczos, Auteur ; J. Kasprzak, Auteur . - 2011 . - pp. 886-896.
Génie Civil
Langues : Anglais (eng)
in Journal of structural engineering > Vol. 136 N° 7 (Juillet 2010) . - pp. 886-896
Mots-clés : Thin-walled beam Global and local buckling Drop flanges Channel beams Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : The subject of the paper is cold-formed thin-walled channel beams with open or closed profile of drop flanges. The geometric properties of two C-sections are described including warping functions and warping inertia moments. The analytical solutions of problems of global and local stability of thin-walled beams are presented. The theoretical solutions of elastic buckling problems of these beams are numerically found using FEM and are experimentally verified. The results of analytical and numerical investigations are compared and presented in the tables and figures.
DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v136/i7/p886_s1?isAuthorized=no Exemplaires
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