In this paper, the theory of a Cosserat point is used as a numerical model of a nonlinear elastic beam-mass system and simulations of dynamic lateral torsional buckling are compared with results of experiments. The Cosserat equations are solved using the Newmark time-integration scheme and an analyt
β¦ LIBER β¦
Dynamic lateral torsional post-buckling of a beam-mass system: Experiments
β Scribed by O. Yogev; I. Bucher; M.B. Rubin
- Publisher
- Elsevier Science
- Year
- 2007
- Tongue
- English
- Weight
- 925 KB
- Volume
- 299
- Category
- Article
- ISSN
- 0022-460X
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