Расчет напряженно-деформированного состояния толстостенного цилиндра при различных граничных условиях на его торцевых поверхностях

Abstract

The approach is suggested to definition of the stress-strained state of elastic shells of any thickness. The used RVR-method is based on Reissner’s variational principle, R-functions theory, the common equations of the three-dimensional theory of an elasticity, I.N.Vekua's method and algorithm for two-sided estimation of exactitude of approached solutions of the mixed variational problems. Efficiency of the method is shown on examples