Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Formulas based on theory of fracture and Rejtoe's theory of "internal friction" are derived for collapse load of columns with height-to-radius ratio higher than 3.5 but not exceeding 20; theoretical results are in good agreement with experimental data; formulas are not valid for higher H/R ratios, where buckling must be taken into account.
Formulas based on theory of fracture and Rejtoe's theory of "internal friction" are derived for collapse load of columns with height-to-radius ratio higher than 3.5 but not exceeding 20; theoretical results are in good agreement with experimental data; formulas are not valid for higher H/R ratios, where buckling must be taken into account.
Theoretical collapse load of nonbuckling, axially loaded, hooped reinforced-concrete columns
Die theoretische Bruchlast mittig belasteter, umschnuerter Stahlbetonsaeulen ohne Knickgefahr
Szabo, G. (Autor:in)
Bauingenieur ; 39
1964
4 pages
Aufsatz (Zeitschrift)
Deutsch
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