Lateral post-buckling analysis of monosymmetric I-beams under uniform bending
β Scribed by G.I. Ioannidis; A.N. Kounadis
- Publisher
- Elsevier Science
- Year
- 1994
- Tongue
- English
- Weight
- 438 KB
- Volume
- 30
- Category
- Article
- ISSN
- 0143-974X
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π SIMILAR VOLUMES
Lateral buckling of thin-walled composite beams with monosymmetric sections is studied. A general geometrically nonlinear model for thinwalled laminated composites with arbitrary open cross-section and general laminate stacking sequences is given by using systematic variational formulation based on
Flexural strength limits of steel single-angle section beams should be calculated based on the full plastic moment capacities, local buckling resistance and lateral torsional buckling capacities of the angle sections. The angle section beams are generally under the effect of external loads applied a