PROBLEM OF PLATE BENDING IN THE MOMENT ASYMMETRIC THEORY OF ELASTICITY

For a number of materials used in modern practice, calculations according to the classical theory elasticity give incorrect results. To ensure reliable operation structures, there is need for new theories. At present, particular interest practical applications asymmetric moment elasticity. In work, by method hypotheses, three-dimensional equations are reduced plates. The hypotheses plates formulated on basis previously obtained our results reduction two-dimensional theories mathematical method. Just as elasticity, complete problem divided into two problems - plane and plate bending. have been many papers. situation different with construction bending this first time, substantiated consistent presented. A numerical calculation rectangular hinged carried out applied theory. presented form graphs.