Dynamic analysis of elastic structures with nonlinear interaction points - motion laws with steady and slowly varying amplitudes = Tamprių konstrukcijų su netiesinės sąveikos taškais dinamikos tyrimas

Abstract

The paper presents techniques for the analysis of resonant elastic mechanical structures with nonlinear interactions vibrating with steady or slow-varying amplitudes. A motion law is expressed as a superposition of some set of orthogonal periodic functions by employing the weighted residual techniques. The harmonic balance method is shown to be a special case of the approach.