A new finite element for the analysis of thin-walled open beams with an arbitrary cross section is presented. Combining Timoshenko beam theory and Vlasov thin-walled beam theory, the derived element includes both flexural shear deformations and warping deformations caused by the bimoment. By adoptin
Dynamic analysis of thin-walled and variable open section beams with shear flexibility
β Scribed by Ricardo Daniel Ambrosini; Jorge Daniel Riera; Rodolfo Francisco Danesi
- Publisher
- John Wiley and Sons
- Year
- 1995
- Tongue
- English
- Weight
- 767 KB
- Volume
- 38
- Category
- Article
- ISSN
- 0029-5981
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