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Online ISSN 1552-4485; Print ISSN 0033-569X
The plastic collapse of cylindrical shells under axially symmetrical loading
Author:
E. T. Onat
Journal:
Quart. Appl. Math. 13 (1955), 63-72
MSC:
Primary 73.2X
DOI:
https://doi.org/10.1090/qam/69016
MathSciNet review:
69016
Full-text PDF Free Access
References | Similar Articles | Additional Information
- R. Hill, On the state of stress in a plastic-rigid body at the yield point, Philos. Mag. (7) 42 (1951), 868–875. MR 42932 D. C. Drucker, H. J. Greenberg and W. Prager, The safety factor of an elastic-plastic body in plane strain, ASME, paper No. 51-A3
- D. C. Drucker, W. Prager, and H. J. Greenberg, Extended limit design theorems for continuous media, Quart. Appl. Math. 9 (1952), 381–389. MR 45573, DOI https://doi.org/10.1090/S0033-569X-1952-45573-2 D. C. Drucker, Limit analysis of cylindrical shells under axially-symmetric loading, Proc. 1st Midwest. Conf. Solids Mech., Urbana, Ill. 1953, pp. 158-163
- E. T. Onat and W. Prager, Limit analysis of arches, J. Mech. Phys. Solids 1 (1953), 77–89. MR 52967, DOI https://doi.org/10.1016/0022-5096%2853%2990012-X
- R. Hill, A variational principle of maximum plastic work in classical plasticity, Quart. J. Mech. Appl. Math. 1 (1948), 18–28. MR 25384, DOI https://doi.org/10.1093/qjmam/1.1.18
- H. G. Hopkins and W. Prager, The load carrying capacities of circular plates, J. Mech. Phys. Solids 2 (1953), 1–13. MR 57735, DOI https://doi.org/10.1016/0022-5096%2853%2990022-2
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Article copyright:
© Copyright 1955
American Mathematical Society