2 edition of Past, present and future of shell stability analysis found in the catalog.
Past, present and future of shell stability analysis
by Delft University of Technology, Dept. of Aerospace Engineering in Delft
Written in English
|Statement||by J. Arbocz.|
|Series||Report -- LR-320, Report (Technische Hogeschool Delft. Afdeling der Luchtvaart- en Ruimtevaarttechniek) -- LR-320|
|Contributions||Technische Hogeschool Delft. Afdeling der Luchtvaart- en Ruimtevaarttechniek|
|The Physical Object|
|Pagination||v, 50 p. :|
|Number of Pages||50|
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Linear Buckling is the most common stability analysis. While it will help you to calculate slenderness of your beams, its use as of means to calculating capacity is limited. At very best you can use it along with other design methods, and draw conclusions on a big set of very similar models based on LBA. The stochastic analysis is done based on mean centered first-order perturbation technique. The mean buckling strength of composite plates is validated with results available in the literature. It has been observed that the present analysis can predict buckling load accurately even for plates with large by:
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a non-uniform cross-sectional geometry is in good agreement with the predicted post-buckling shapes of a long elastic shell predicted by Greenhill using elastic theory. Other models also have been proposed by: Arbocz, J.: Past, present and future of shell stability analysis, Delft University of Tech, Department of Aerospace Eng Rept.
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