STEADY-STATE CREEP OF BENT REINFORCED METAL-COMPOSITE PLATES WITH CONSIDERATION OF THEIR REDUCED RESISTANCE TO TRANSVERSE SHEAR. 1. DEFORMATION MODEL

摘要

The problem of deformation of reinforced metal-composite plates is formulated in rectangular Cartesian coordinates using the second version of Timoshenko theory and taking into account the reduced transverse shear resistance of the plates under steady-state creep conditions. A similar model problem of axisymmetric bending of reinforced plates is considered in polar coordinates.