Inelastic buckling mode interactions and resonance instabilities in thin-walled columns due to the fatigue damage

• Published in: Engineering computations Vol. 37; no. 8; pp. 2819 - 2845
• Main Authors: Milašinović, Dragan D, Marić, Petar, Živanov, Žarko, Hajduković, Miroslav
• Format: Journal Article
• Language: English
• Published: Bradford Emerald Publishing Limited 31.08.2020; Emerald Group Publishing Limited
• Subjects: Approximation; Columns (structural); Damage; Dynamic stability; Elastic buckling; Fatigue failure; Finite strip method; Linearity; Load; Methods; Numerical analysis; Resonance; Rheological properties; Stiffness; Stresses; Thin wall structures; FSM; Effective stresses; Thin-walled columns; Inelastic-mode interactions; Parallel and visualization software; Resonance instabilities; RDA
• ISSN: 0264-4401; 1758-7077
• DOI: 10.1108/EC-07-2019-0318

Purpose The problems of inelastic instability (buckling) and dynamic instability (resonance) have been the subject of extensive investigation and have received wide attention from the structural mechanics community. This paper aims to tackle these problems in thin-walled structures, taking into account geometrical and/or material non-linearity. Design/methodology/approach The inelastic buckling mode interactions and resonance instabilities of prismatic thin-walled columns are analysed by implementing the semi-analytical finite strip method (FSM). A scalar damage parameter is implemented in conjunction with a material modelling named rheological-dynamical analogy to address stiffness reduction induced by the fatigue damage. Findings Inelastic buckling stresses lag behind the elastic buckling stresses across all modes, which is a consequence of the viscoelastic behaviour of materials. Because of the lag, the same column length does not always correspond to the same mode at the elastic and inelastic critical stress. Originality/value This paper presents the influence of mode interactions on the effective stresses and resonance instabilities in thin-walled columns due to the fatigue damage. These mode interactions have a great influence on damage variables because of the fatigue and effective stresses around mode transitions. In its usual semi-analytical form, the FSM cannot be used to solve the mode interaction problem explained in this paper, because this technique ignores the important influence of interaction of the buckling modes when applied only for undamaged state of structure