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Simplified model for compressive behavior of concrete columns strengthened by steel angles and strips / Badalamenti, V. in Journal of engineering mechanics, Vol. 136 N° 2 (Fevrier 2010) 

Public ISBD [article]  in Journal of engineering mechanics > Vol. 136 N° 2 (Fevrier 2010) . - pp. 230-238 Titre : Simplified model for compressive behavior of concrete columns strengthened by steel angles and strips Type de document : texte imprimé Auteurs : Badalamenti, V., Auteur ; Campione, G., Auteur ; Mangiavillano, M. L., Auteur Article en page(s) : pp. 230-238 Note générale : Mécanique appliquée Langues : Anglais (eng) Mots-clés : Concrete  columns  Strength  Steel  Confinement  Buckling. Résumé : This paper presents an analytical model to determine the compressive response of concrete members, having a square transverse cross section and reinforced with steel angles at the corners and steel strips connecting the steel angles. The model evaluates the effects of transverse strips and steel angles on confinement pressures, including strength and buckling phenomena. Compressive response was evaluated in cases of directly and indirectly loaded elements. The data produced correlate well with available experimental data. DEWEY : 620.1 ISSN : 0733-9399 En ligne : http://ascelibrary.aip.org/getabs/servlet/GetabsServlet?prog=normal&id=JENMDT000 [...] [article] Simplified model for compressive behavior of concrete columns strengthened by steel angles and strips [texte imprimé] / Badalamenti, V., Auteur ; Campione, G., Auteur ; Mangiavillano, M. L., Auteur . - pp. 230-238. Mécanique appliquée Langues : Anglais (eng) in Journal of engineering mechanics > Vol. 136 N° 2 (Fevrier 2010) . - pp. 230-238 Mots-clés : Concrete  columns  Strength  Steel  Confinement  Buckling. Résumé : This paper presents an analytical model to determine the compressive response of concrete members, having a square transverse cross section and reinforced with steel angles at the corners and steel strips connecting the steel angles. The model evaluates the effects of transverse strips and steel angles on confinement pressures, including strength and buckling phenomena. Compressive response was evaluated in cases of directly and indirectly loaded elements. The data produced correlate well with available experimental data. DEWEY : 620.1 ISSN : 0733-9399 En ligne : http://ascelibrary.aip.org/getabs/servlet/GetabsServlet?prog=normal&id=JENMDT000 [...]