Abstract
In this paper, the axisymmetric nonlinear stability of a clamped truncated shallow spherical shell with a nondeformable rigid body at the center under a concentrated load is investigated by use of the modified iteration method. The analytic formulas of second approximation for determining the upper and lower critical buckling loads are obtained.
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This paper was read at The Third East China Symposium on Solid Mechanics, Jiuhuashan, October, 1986.
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Ren-huai, L., Zhen-qiang, C. On the nonlinear stability of a truncated shallow spherical shell under a concentrated load. Appl Math Mech 9, 101–112 (1988). https://doi.org/10.1007/BF02456006
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DOI: https://doi.org/10.1007/BF02456006