Circular cylindrical shells are frequently used as structural components because of their high strength and their ability to absorb energy during complete structural collapse[ Total collapse analyses have mainly been based on experimental work and approaches inspired by this[ However\ in the last fe
AN APPROXIMATE ANALYSIS OF THE COLLAPSE OF THIN CYLINDRICAL SHELLS UNDER AXIAL LOADING
โ Scribed by ALEXANDER, J. M.
- Book ID
- 115505013
- Publisher
- Oxford University Press
- Year
- 1960
- Tongue
- English
- Weight
- 208 KB
- Volume
- 13
- Category
- Article
- ISSN
- 0033-5614
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๐ SIMILAR VOLUMES
The relations of the critical stress and transverse inertia effect to the loading duration are investigated for the dynamic buckling of thin cylindrical shells under axial step loading. The critical stress and the inertial exponent are treated as the two characteristic parameters. The criterion of e
The object of this study is to predict the peak values of the stress resultants and couples in a relatively thick cylindrical shell under a concentrated local loading in order to guide the design of a large-scale reinforced concrete test specimen. Four finite element programs, SHORE-111, two version