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It is taken for granted that material behaviour is linear elastic and that axial compression u = NL/EA is negligible. Let us first consider the case of an axially loaded and simply supported column.
It is taken for granted that material behaviour is linear elastic and that axial compression u = NL/EA is negligible. Let us first consider the case of an axially loaded and simply supported column.
Elastic Buckling
Strømmen, Einar N. (Autor:in)
Structural Mechanics ; Kapitel: 12 ; 247-304
26.05.2020
58 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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