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  • Inelastic buckling load of a locally weakened reinforced concrete column
    Krauberger, Nana ...
    This paper presents a mathematical model for investigating the buckling of geometrically perfect, materially and kinematically non-linear, locally weakened reinforced concrete columns. The present ... analytical model is based onthe linearized stability theory and is capable of predicting exact buckling loads. Based on a systematic parametric analysis, the effects of the weakness location, its magnitude, the number of weaknesses and the material non-linearity of concrete and reinforcing steel on buckling loads have been investigated. The results are given in terms of graphs showing in detail that the material non-linearity of concrete and reinforcing steel and the local weaknesses have a significant influence on the buckling load
    Vir: Engineering structures. - ISSN 0141-0296 (Letn. 34, št. 1, 2012, str. 278-288)
    Vrsta gradiva - e-članek ; neleposlovje za odrasle
    Leto - 2012
    Jezik - angleški
    COBISS.SI-ID - 5604449

vir: Engineering structures. - ISSN 0141-0296 (Letn. 34, št. 1, 2012, str. 278-288)
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