Noname

Method of analysis of elastic system oscillations with inertial one-sided couplings is offered. The method is based on reduction of the equations of motion to a system of integral equations concerning forces and clearances in one-sided links. At the solution of these equations responses in one-sided links are represented as series of finite functions. Vibration analysis of the Kirchhoff beam with one-sided links made in the form of rods -with rounded ends is also made.