On torsional buckling of thin walled I columns with variable cross-section
✍ Scribed by Czesław Szymczak
- Publisher
- Elsevier Science
- Year
- 1983
- Tongue
- English
- Weight
- 500 KB
- Volume
- 19
- Category
- Article
- ISSN
- 0020-7683
No coin nor oath required. For personal study only.
📜 SIMILAR VOLUMES
Buckling byFlexure and Torsion under Central Thrust.--Let us consider now the general case of buckling where, under central thrust, not only torsion but also bending of the axis of the compressed bar occurs. We assume that x and y are the principal centroidal axes of the cross section of the bar and
Professor of Theoretical and Applied Mechanics, Emeritus. Stanford 1 ~niversity. I N'rRO DUCTIO N. 20I \* Rigorous solutions of the theory of elasticity substantiate this assumption. \* This question was discussed by the writer. See his paper in Bull. of the Institute of Engrs of Ways of Communicati
The purpose of this paper is to develop a general method, called the spline ®nite member element method, for predicting the eect of shearing strains in the middle surface of the walls on the buckling of thin-walled members with any cross-section because the classical theory of thin-walled members is