Flexural–torsional postbuckling analysis of beams of arbitrary cross section
✍ Scribed by Evangelos J. Sapountzakis; John A. Dourakopoulos
- Publisher
- Springer Vienna
- Year
- 2009
- Tongue
- English
- Weight
- 485 KB
- Volume
- 209
- Category
- Article
- ISSN
- 0001-5970
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📜 SIMILAR VOLUMES
A three-dimensional, two-field, variational formulation is employed to derive the differential equations governing the dynamics of stretching, shearing, bending and twisting, as well as warping modes of deformations in a spatially curved beam with arbitrary cross-section. Correspondingly, the finite
The present work deals with linearized modal analysis of the combined flexural-torsional vibration of simply supported steel beams with open monosymmetric cross-sections, acted upon by a load of constant magnitude, traversing its span eccentrically with constant velocity. After thoroughly investigat