Displacement method for the long-term analysis of steel-concrete beams with flexible connection / Francesca Giussani in Journal of structural engineering, Vol. 136 N° 3 (Mars 2010)  

Public ISBD [article]  inJournal of structural engineering > Vol. 136 N° 3 (Mars 2010) . - pp. 265-274 Titre : Displacement method for the long-term analysis of steel-concrete beams with flexible connection Type de document : texte imprimé Auteurs : Francesca Giussani, Auteur ; Franco Mola, Auteur Année de publication : 2011 Article en page(s) : pp. 265-274 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Composite steel-concrete beams Deformable connectors Creep Shrinkage Prestressing Imposed displacements Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : The long-term behavior in the service stage of continuous composite steel-concrete beams with deformable connectors subjected to uniaxial bending and axial load is presented. The problem is dealt with by recurring to the displacement method, assuming the bending curvature and the longitudinal deformation as unknowns, and obtaining a system of differential and integro-differential equations. The results are compared with literature experimental tests. A case study is then discussed, referring to a continuous beam subjected to permanent and variable loads, to concrete shrinkage, and to a vertical displacement imposed to the central support or to the prestressing of the central part of the beam. DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v136/i3/p265_s1?isAuthorized=no [article] Displacement method for the long-term analysis of steel-concrete beams with flexible connection [texte imprimé] / Francesca Giussani, Auteur ; Franco Mola, Auteur . - 2011 . - pp. 265-274. Génie Civil Langues : Anglais (eng) in Journal of structural engineering > Vol. 136 N° 3 (Mars 2010) . - pp. 265-274 Mots-clés : Composite steel-concrete beams Deformable connectors Creep Shrinkage Prestressing Imposed displacements Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : The long-term behavior in the service stage of continuous composite steel-concrete beams with deformable connectors subjected to uniaxial bending and axial load is presented. The problem is dealt with by recurring to the displacement method, assuming the bending curvature and the longitudinal deformation as unknowns, and obtaining a system of differential and integro-differential equations. The results are compared with literature experimental tests. A case study is then discussed, referring to a continuous beam subjected to permanent and variable loads, to concrete shrinkage, and to a vertical displacement imposed to the central support or to the prestressing of the central part of the beam. DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v136/i3/p265_s1?isAuthorized=no

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