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Author investigates buckling load in elastic range in columns of hollow
Symmetrical cross-section, when buckling takes place, not by lateral displacement, but by twisting round axis of bar; solution is obtained from differential equation for angle of twist based on usual case of buckling, or also from energy consideration. (Brief abstracts in French and English.)
Author investigates buckling load in elastic range in columns of hollow
Symmetrical cross-section, when buckling takes place, not by lateral displacement, but by twisting round axis of bar; solution is obtained from differential equation for angle of twist based on usual case of buckling, or also from energy consideration. (Brief abstracts in French and English.)
Author investigates buckling load in elastic range in columns of hollow
Theorie du Flambement Par Torsion
Massonnet, C. (author)
1941
21 pages
Article (Journal)
German
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