This paper proves the generalized compatibility of the boundary displacement pattern of the generalized conforming Β―at shell element with drilling degrees of freedom and the central line displacement pattern of the beam element with Hermite interpolation. According to the incremental equation of vir
A solid-shell transition element for geometrically non-linear analysis of laminated composite structures
β Scribed by C. L. Liao; J. N. Reddy; S. P. Engelstad
- Publisher
- John Wiley and Sons
- Year
- 1988
- Tongue
- English
- Weight
- 473 KB
- Volume
- 26
- Category
- Article
- ISSN
- 0029-5981
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π SIMILAR VOLUMES
An updated Lagrangian formulation of the generalized conforming Β―at shell element with drilling degrees of freedom is derived based on the incremental equation of virtual work of a three-dimensional (3D) continuum for a purely geometric non-linear analysis of the space structure. While solving the n
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