Approximate analytical analysis of longitudinal natural frequencies of a cracked beam

Author:

Ayas Hillal,Amara Lyes,Chabaat Mohamed

Abstract

PurposeIn this paper, an approximate analytical approach is developed for the determination of natural longitudinal frequencies of a cantilever-cracked beam based on the Lagrange inversion theorem.Design/methodology/approachThe crack is modeled by an equivalent axial spring with stiffness according to Castigliano's theorem. Thus, an implicit frequency equation corresponding to cantilever-cracked bar is obtained. The resulting equation is solved using the Lagrange inversion theorem.FindingsEffect of different crack depths and crack positions on natural frequencies of the cracked beam is analyzed. It is shown that an increase in the crack depth ratio produces a decrease in the fundamental longitudinal natural frequency of a cracked bar. Furthermore, approximate analytical results are compared with those obtained numerically as well as from experimental tests.Originality/valueA new approximate analytical expression of a fundamental longitudinal frequency, as a function of crack depth and crack location, is obtained.

Publisher

Emerald

Subject

Mechanical Engineering,Mechanics of Materials,Civil and Structural Engineering

Reference39 articles.

1. A vibration technique for non-destructively assessing the integrity of structures;Journal of Mechanical Engineering Science,1978

2. Dynamic analysis of a cracked bar by the method of characteristics;International Journal of Structural Integrity,2019

3. Identification of multiple damage in beams based on robust curvature mode shapes;Mechanical Systems and Signal Processing,2014

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1. Damage Propagation at the Interface of a Sandwich Beam;Periodica Polytechnica Civil Engineering;2022-03-29

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