This paper presents the results of physically and geometrically nonlinear analyses of the load-bearing capacity of slender wind-loaded cylindrical shells. These structures do not, even though their geometry is beam-like, behave as beams. The reason for this behaviour deviating from classic beam theo
New design-analysis techniques for blast loaded stiffened box and cylindrical shell structures
โ Scribed by J. Jiang; M.D. Olson
- Publisher
- Elsevier Science
- Year
- 1993
- Tongue
- English
- Weight
- 658 KB
- Volume
- 13
- Category
- Article
- ISSN
- 0734-743X
No coin nor oath required. For personal study only.
โฆ Synopsis
This paper presents a brief review of some new design-analysis techniques for blast loaded engineering structures. The super finite element method, previously developed for stiffened plates, has been extended to more complex and larger structures such as orthogonally stiffened rectangular boxes and cylindrical shells. Both geometric and material nonlinearities are included in the modelling. The mathematical formulation of the new super elements is briefly outlined and some illustrative examples are presented. ' ' (a) Shell Element .~ zwF/ (b) Curved Beam Element (c) Straight Beam Element FIG. 2. Nodal configuration of super elements.
๐ SIMILAR VOLUMES