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A new systematic methodology for composite structures, a new type complex series methodology, is used to solve the bending problem of anisotropic skew plate using Ressiner first-order shear deformation theory. Using the geometric transformation, the governing differential equation and boundary conditions of the plate are transformed from the physical domain into a unit computational domain. Previously unavailable general analytical solutions are obtained for the bending of an anisotropic skew plate subjected to static loads using first-order shear deformation theory. The convergence and stability of the analytical general solution presented in the paper is tested by quantitative computation. Numerical results are presented.

Section I is introductory, and explains that the core of Mao Zedong Thought in this period was to take armed struggle in the countryside as the primary tactic militarily. Once the peasantry was armed, the party thought, they would be able to surround and liberate the cities with the support of urban underground party cells.