Stability limits for a clamped spherical shell segment under uniform pressure
Open Access
- 1 January 1958
- journal article
- Published by American Mathematical Society (AMS) in Quarterly of Applied Mathematics
- Vol. 15 (4), 355-366
- https://doi.org/10.1090/qam/98515
Abstract
An integration procedure for the differential equations for the finite deflections of clamped shallow spherical shells under uniform pressure is developed. Stability limits for the clamped shell are obtained for a range of the central height to thickness ratio from about 1 to 35. This serves to correct and extend previously known stability limits for this problem.Keywords
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