Derivation of resulting equations of balance of a plate with lowtransverse shear stiffness


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A variational statement of a problem of deformation of a plate with low value of transverse shear stiffness is considered in this article. The derivation of the resulting equations of balance and natural boundary conditions is performed in two optional variants of the basic angular variables: surface normal tilting angles and transverse shear angles.

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  1. ВасильевВ. В. Механика конструкций из композиционных материалов. М. : Машиностроение, 1988.

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