Analytical solution and free vibration analysis for beams with step changes in stiffness

Abstract

Purpose

This paper aims to investigate analytical solutions of natural frequencies and mode shapes of Euler-Bernoulli beams with step changes in the stiffness.

Design/methodology/approach

In this work, analytical solutions for a beam with a single discontinuity was performed. Subsequently, based on an effective matrix formulation, the closed-form expressions of the single discontinuity beam could be conveniently extended to stepped beams with multiple stiffness discontinuities.

Findings

The results of the study show that the natural frequency of the beam can be adjusted by the local stiffness variation, and step location plays a significant role in free vibration responses.

Originality/value

The effects of the stiffness of the segment and step location on the natural frequencies of the stepped beams under different boundary conditions were examined using the proposed analytical scheme. This study provides insights into the design of variable-stiffness beam structures with the capability to adjust natural frequencies.

Citation

Li, L. and An, S. (2023), "Analytical solution and free vibration analysis for beams with step changes in stiffness", Multidiscipline Modeling in Materials and Structures, Vol. 19 No. 5, pp. 1042-1054. https://doi.org/10.1108/MMMS-04-2023-0138