This paper gives the resultant forces and moments, strain energy and the work of the external forces on the basis of the deformation theory of flexible body. In accordance with the principle of virtual displacement, the energy criterion of critical load is obtained and the equilibrium diffenential equations and boundary conditions of stability problem are derived. The formula is discussed and simplified.
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黄炎.薄壳稳定的变分原理[J].国防科技大学学报,1997,19(2):114-118. Huang Yan. The Variational Principle of Stability of Thin Shells[J]. Journal of National University of Defense Technology,1997,19(2):114-118.