Местные напряжения в сопряжении оболочек

Local Stresses in Connected Shells

In this article, the local stresses in connected shells are considered as the result of formation of distributed bending moment and shear force in places of connection of two section, e.g. cylindrical and semispherical parts. To calculate the actual linear and angular displacement we use the equation as in the method of forces. Similarly bending rigidity and rigidity in displacement of connected shells in places of connection can be considered as absence of horizontal displacement and angular displacement respectively.