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Inelastic buckling load of a locally weakened reinforced concrete columnKrauberger, 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 loadSource: Engineering structures. - ISSN 0141-0296 (Letn. 34, št. 1, 2012, str. 278-288)Type of material - e-article ; adult, seriousPublish date - 2012Language - englishCOBISS.SI-ID - 5604449
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Database name | Field | Year |
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Links to authors' personal bibliographies | Links to information on researchers in the SICRIS system |
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Krauberger, Nana | 25422 |
Bratina, Sebastjan | 20158 |
Saje, Miran | 02189 |
Schnabl, Simon | 23474 |
Planinc, Igor | 14507 |
Source: Personal bibliographies
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