In this paper, a theoretical model is developed for the dynamic analysis of composite thin-walled beams with open or closed cross-sections. The present model incorporates, in a full form, the shear flexibility (bending and warping shear) as well as a state of initial stresses. This allows to study t
Shear deformability of thin-walled beams with arbitrary cross sections
β Scribed by Giovanni Romano; Luciano Rosati; Giuseppe Ferro
- Publisher
- John Wiley and Sons
- Year
- 1992
- Tongue
- English
- Weight
- 878 KB
- Volume
- 35
- Category
- Article
- ISSN
- 0029-5981
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