The problems of stability of a multilayered plate consisted of an even number of reinforced fibers of composite (anisotropic) layers of identical thickness and identical by elastic properties, is considered. The problem of the plate stability was solved by a static method. For the separation of variables in the equation of the bent surface both collateral rigidities of the plate were set equal to zero. The stability of the plate, consisted of four and six layers, from the applied to the borders critical loads and from the angles between the layers fibers is researched.

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