Within the framework of three-dimensional (3D) elasticity, an asymptotic th
eory is presented for the thermoelastic buckling analysis of laminated comp
osite conical shells subjected to a uniform temperature change. A dimension
less parameter of thermal load related to the temperature change is defined
. The method of perturbation is applied in the present formulation where th
e critical thermal loads and the primary field variables are expanded as a
series of even powers of a small perturbation parameter. Through a straight
forward derivation, the asymptotic formulation leads to recursive sets of g
overning equations for various orders. The classical shell theory is derive
d as a first-order approximation to the 3D theory. The method of differenti
al quadrature is used to solve for the asymptotic solutions at each order l
evel. The solvability conditions and normalization conditions for higher-or
der problems are derived. By considering these conditions, we can obtain th
e higher-order modifications. The critical thermal loads of simply supporte
d, cross-ply conical shells are studied to demonstrate the performance of t
he present asymptotic theory.