Die Stabilitat Der Kreiszylinderschale
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PDF The objective of this paper is to study the elastic buckling characteristics of an axially loaded cylindrical shell of a three lobed cross section of variable thickness subjected to combined.
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Die Stabilitat Der Kreiszylinderschale Lyrics
Points will be allocated within 7 days of the shipment date.
Die Stabilitat Der Kreiszylinderschale Video
The paper details numerical and experimental study on elastic buckling of cylindrical shells caused by external pressure, a horizontal edge force and combined action of both. The following three geometries of vertical cylinders are considered: (i) circular cylinders, (ii) concentric circular cylinders, and (iii) cylinders with elliptical cross-section. In total, test results on nineteen shells are given.
The experimental data is benchmarked against the FE predictions of buckling loads. Good agreement has been obtained between the experimental results and numerical predictions for all tested shells except for buckling of the concentric cylinders loaded by the horizontal edge force.
Possible reasons for discrepancies are discussed. The paper offers insight into buckling performance of vertical cylinders subjected to combined loading, and in the case of concentric cylinders, into the interaction between the inner and outer shells.
Die Stabilitat Der Kreiszylinderschale Movie
Some of the interaction features, not immediately obvious, are discussed.