Moment-rotation response of slender steel I-girders / Jennifer McConnell in Journal of structural engineering, Vol. 136 N° 12 (Décembre 2010)  

Public ISBD [article]  inJournal of structural engineering > Vol. 136 N° 12 (Décembre 2010) . - pp. 1533-1544 Titre : Moment-rotation response of slender steel I-girders Type de document : texte imprimé Auteurs : Jennifer McConnell, Auteur ; Karl Barth, Auteur Année de publication : 2011 Article en page(s) : pp. 1533-1544 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Steel Plate girder Ductility Inelasticity Slenderness ratio Lateral stability Finite-element method Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : While it is well known that slender girders have less ductility than their compact counterparts, this reduction has not been explicitly quantified. This results in limitations on the use of slender girders, and consequently, potential reductions in economy. These limitations are particularly significant in the AASHTO moment redistribution procedures, which exclude the use of girders that fail to satisfy certain compactness requirements. Thus, this paper reports the results of finite-element analysis (FEA) that has been validated by experimental testing of a series of I-girders with plate width-to-thickness ratios and unbraced lengths exceeding the limits for use of these provisions. From the FEA results and the complementary experimental results, the ductility of this class of girders is quantified in terms of moment-rotation response. Furthermore, a moment-rotation model that may be used to represent the ductility of any I-girder that satisfies AASHTO’s criteria for general I-girders is proposed. DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v136/i12/p1533_s1?isAuthorized=no [article] Moment-rotation response of slender steel I-girders [texte imprimé] / Jennifer McConnell, Auteur ; Karl Barth, Auteur . - 2011 . - pp. 1533-1544. Génie Civil Langues : Anglais (eng) in Journal of structural engineering > Vol. 136 N° 12 (Décembre 2010) . - pp. 1533-1544 Mots-clés : Steel Plate girder Ductility Inelasticity Slenderness ratio Lateral stability Finite-element method Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : While it is well known that slender girders have less ductility than their compact counterparts, this reduction has not been explicitly quantified. This results in limitations on the use of slender girders, and consequently, potential reductions in economy. These limitations are particularly significant in the AASHTO moment redistribution procedures, which exclude the use of girders that fail to satisfy certain compactness requirements. Thus, this paper reports the results of finite-element analysis (FEA) that has been validated by experimental testing of a series of I-girders with plate width-to-thickness ratios and unbraced lengths exceeding the limits for use of these provisions. From the FEA results and the complementary experimental results, the ductility of this class of girders is quantified in terms of moment-rotation response. Furthermore, a moment-rotation model that may be used to represent the ductility of any I-girder that satisfies AASHTO’s criteria for general I-girders is proposed. DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v136/i12/p1533_s1?isAuthorized=no

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