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Effect of shear deformation on buckling torsion of bars with open section
Extended theory and calculation of buckling of open profiles is derived by using shear deformation-correction factor based on assumption that shearing strain is constant for height of section.
Effect of shear deformation on buckling torsion of bars with open section
Extended theory and calculation of buckling of open profiles is derived by using shear deformation-correction factor based on assumption that shearing strain is constant for height of section.
Effect of shear deformation on buckling torsion of bars with open section
Der Schubverformungseinfluss auf die Woelbkrafttorsion von Staeben mit offenem Profil
Heilig, R. (Autor:in)
Stahlbau ; 30
1961
7 pages
Aufsatz (Zeitschrift)
Deutsch
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