Buckling Of Axially Compressed Imperfect Steel Cones With Local Dents
This paper presents the comparison of the influence of single and multiple local dents on the load carrying capacity of steel conical shell subjected to axial compression. Cones were assumed to be made from 0.5 mm mild steel with geometric parameters characterized by: r1/t = 50, r2/r1 = 2.0, L/r2 =...
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| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
TJPRC Pvt. Ltd.
2020
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| Online Access: | http://eprints.utem.edu.my/id/eprint/25294/2/BUCKLING%20OF%20AXIALLY%20COMPRESSED%20IMPERFECT%20STEEL%20CONES%20WITH%20LOCAL%20DENTS.PDF http://eprints.utem.edu.my/id/eprint/25294/ http://www.tjprc.org/publishpapers/2-67-1599637761-1036IJMPERDJUN20201036.pdf |
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