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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. (author)
Structural Mechanics ; Chapter: 12 ; 247-304
2020-05-26
58 pages
Article/Chapter (Book)
Electronic Resource
English
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