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Axisymmetric buckling of rigidly clamped hemispherical shells

Bauer, Louis and Reiss, Edward L. and Keller, Herbert B. (1973) Axisymmetric buckling of rigidly clamped hemispherical shells. International Journal of Non-Linear Mechanics, 8 (1). pp. 31-39. ISSN 0020-7462. doi:10.1016/0020-7462(73)90012-7. https://resolver.caltech.edu/CaltechAUTHORS:20170801-155214791

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Abstract

The shell is subjected to a uniform compressive surface load (either a pressure or a centrally directed load). The results of a numerical study are summarized and compared with experiments.


Item Type:Article
Related URLs:
URLURL TypeDescription
https://doi.org/10.1016/0020-7462(73)90012-7DOIArticle
http://www.sciencedirect.com/science/article/pii/0020746273900127?via%3DihubPublisherArticle
Additional Information:© 1973 Published by Elsevier Ltd. Received 21 June 1972. The research work reported in the paper was supported by the U.S. Atomic Energy Commission under Contract AT (11-1)-3077, by the Office of Naval Research under contract No 0014-67-A-0467-0006, and by the Army Research Office-Durham under Contract DAHCO 04-68-0006.
Funders:
Funding AgencyGrant Number
Atomic Energy CommissionAT (11-1)-3077
Office of Naval Research (ONR)0014-67-A-0467-0006
Army Research Office (ARO)DAHCO 04-68-0006
Issue or Number:1
DOI:10.1016/0020-7462(73)90012-7
Record Number:CaltechAUTHORS:20170801-155214791
Persistent URL:https://resolver.caltech.edu/CaltechAUTHORS:20170801-155214791
Official Citation:Louis Bauer, Edward L. Reiss, Herbert B. Keller, Axisymmetric buckling of rigidly clamped hemispherical shells, International Journal of Non-Linear Mechanics, Volume 8, Issue 1, 1973, Pages 31-39, ISSN 0020-7462, http://dx.doi.org/10.1016/0020-7462(73)90012-7. (http://www.sciencedirect.com/science/article/pii/0020746273900127)
Usage Policy:No commercial reproduction, distribution, display or performance rights in this work are provided.
ID Code:79718
Collection:CaltechAUTHORS
Deposited By: Tony Diaz
Deposited On:01 Aug 2017 22:58
Last Modified:15 Nov 2021 17:50

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