Vibration analysis of a cracked beam with a breathing crack by using a novel cracked beam element

Abstract To investigate the vibrational response of a beam structure with a breathing crack, a new cracked beam element model is proposed, in which the curvature is incorporated as a fundamental unknown quantity at the nodes. A dynamic model of the beam with a breathing crack is developed using the finite element method to analyze the influence of crack size on both displacement and strain mode shapes. The influence of excitation frequency, excitation force amplitude, and crack parameters on vibration response of a beam with a breathing crack is investigated. The results demonstrate that strain mode shapes exhibit higher sensitivity to crack damage compared to displacement mode shapes. When the cracked beam structure is excited at frequencies f Ω = 1/3 f 1 or f Ω = 1/2 f 1 , its frequency spectrum response contains several harmonic components. Among these, a harmonic component at the first natural frequency f 1 is always present and typically exhibits the largest amplitude. Additionally, several sidebands exist around this component at frequencies that satisfy the relation nf Ω ± f 1 ( n = 1, 2, …,). The spacing between these sidebands is equal to the excitation frequency f Ω . This spectral characteristic can serve as a qualitative indicator for determining crack defects in the beam structures.

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Publication Details

Journal
Engineering Research Express
Published
2025-09-19
DOI
https://doi.org/10.1088/2631-8695/ae097c
Citations
1
Primary Topic
Structural Health Monitoring Techniques
Type
article
Field-Weighted Citation Impact
0.95

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article

Vibration analysis of a cracked beam with a breathing crack by using a novel cracked beam element

Hui Long, Mingtao Chen, Yilun Liu, Changzheng Huang
1 citations
Engineering Research Express
Structural Health Monitoring Techniques
0.95
article

Vibration analysis of a cracked beam with a breathing crack by using a novel cracked beam element

Hui Long, Mingtao Chen, Yilun Liu, Changzheng Huang
article en
1 citations

Abstract

Abstract To investigate the vibrational response of a beam structure with a breathing crack, a new cracked beam element model is proposed, in which the curvature is incorporated as a fundamental unknown quantity at the nodes. A dynamic model of the beam with a breathing crack is developed using the finite element method to analyze the influence of crack size on both displacement and strain mode shapes. The influence of excitation frequency, excitation force amplitude, and crack parameters on vibration response of a beam with a breathing crack is investigated. The results demonstrate that strain mode shapes exhibit higher sensitivity to crack damage compared to displacement mode shapes. When the cracked beam structure is excited at frequencies f Ω = 1/3 f 1 or f Ω = 1/2 f 1 , its frequency spectrum response contains several harmonic components. Among these, a harmonic component at the first natural frequency f 1 is always present and typically exhibits the largest amplitude. Additionally, several sidebands exist around this component at frequencies that satisfy the relation nf Ω ± f 1 ( n = 1, 2, …,). The spacing between these sidebands is equal to the excitation frequency f Ω . This spectral characteristic can serve as a qualitative indicator for determining crack defects in the beam structures.

Engineering Research ExpressVol. 7(4)
Central South University (CN), Shaoguan University (CN)
Natural Science Foundation of Guangdong Province, Shaoguan University
Openalex Percentile: Top 21%
Structural Health Monitoring Techniques
0.95
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