The large displacements and large rotations of three-dimensional beams are analysed by using small strain theory and unit vectors of the cross-sections without using complicated three-dimensional rotation vectors. The accurate directions of the unit vectors of the cross-sections are computed by mono
β¦ LIBER β¦
Use of independent rotation field in the large displacement analysis of beams
β Scribed by J. Ding; M. Wallin; C. Wei; A. M. Recuero; A. A. Shabana
- Book ID
- 121759771
- Publisher
- Springer Netherlands
- Year
- 2014
- Tongue
- English
- Weight
- 993 KB
- Volume
- 76
- Category
- Article
- ISSN
- 0924-090X
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In this paper we present a way to extend the earlier static masterΒ±slave formulation for beams and joints [1] to dynamic problems. The dynamic masterΒ±slave approach is capable of (i) handling the problems of linear elasticity in a geometrically non-linear environment, (ii) accounting for the non-lin