Membrane caps under hydrostatic pressure
Author:
R. W. Dickey
Journal:
Quart. Appl. Math. 46 (1988), 95-104
MSC:
Primary 73K15
DOI:
https://doi.org/10.1090/qam/934684
MathSciNet review:
934684
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Abstract: It is shown that the exact nonlinear theory for a rotationally symmetric membrane cap deformed by hydrostatic pressure is statically determinant. A small strain theory is obtained without any assumptions on the relative magnitudes of the displacements. This small strain theory can be reduced to a single second-order ordinary differential equation for the determination of the radial stress. A linear shallow cap theory is obtained and solved explicitly for the case of the shallow spherical cap.
- E. Bromberg and J. J. Stoker, Non-linear theory of curved elastic sheets, Quart. Appl. Math. 3 (1945), 246–265. MR 13355, DOI https://doi.org/10.1090/S0033-569X-1945-13355-7
- Eric Reissner, Rotationally symmetric problems in the theory of thin elastic shells., Proceedings of the Third U.S. National Congress of Applied Mechanics, Brown University, Providence, R.I., June 11-14, American Society of Mechanical Engineers, New York, 1958, pp. 51–69. MR 0101672
M. A. Goldberg, An iterative solution for rotationally symmetric non-linear membrane problems, Internat. J. of Non-linear Mechs. 1, 169–178 (1966)
- R. W. Dickey, Membrane caps, Quart. Appl. Math. 45 (1987), no. 4, 697–712. MR 917020, DOI https://doi.org/10.1090/S0033-569X-1987-0917020-X
E. Bromberg and J. J. Stoker, Non-linear theory of curved elastic sheets, Quart. Appl. Math. 3, 246–265 (1945/46)
E. Reissner, Rotationally symmetric problems in the theory of thin elastic shells, 3rd U.S. Natl. Congress of Applied Mechanics, 59–69, 1958
M. A. Goldberg, An iterative solution for rotationally symmetric non-linear membrane problems, Internat. J. of Non-linear Mechs. 1, 169–178 (1966)
R. W. Dickey, Membrane caps, Quart. Appl. Math. 45, 697–712 (1987); erratum: this issue, p. 192.
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© Copyright 1988
American Mathematical Society