A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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. (author)
Stahlbau ; 30
1961
7 pages
Article (Journal)
German
© Metadata Copyright Elsevier B. V. All rights reserved.
Effect of shear deformation on the critical buckling of multi-step bars
| British Library Online Contents | 2003
Torsion of thinwalled bars of open section on discrete elastic foundation
| Tema Archive | 1990
Optimization of Torsion Bars with Rounded Polygonal Cross Section
| Online Contents | 2013