Please use this identifier to cite or link to this item: https://doi.org/10.1088/1742-6596/628/1/012036
Title: Single side damage simulations and detection in beam-like structures
Authors: Zhou, Y.-L 
Wahab, M.A
Perera, R
Maia, N
Sampaio, R
Figueiredo, E
Keywords: Damage detection
Natural frequencies
Shells (structures)
Analytical results
Beam-like structures
Damage simulation
Free-free beam
Modal assurance criterion
Real engineering
Real structure
Well performance
Finite element method
Issue Date: 2015
Citation: Zhou, Y.-L, Wahab, M.A, Perera, R, Maia, N, Sampaio, R, Figueiredo, E (2015). Single side damage simulations and detection in beam-like structures. Journal of Physics: Conference Series 628 (1) : 12036. ScholarBank@NUS Repository. https://doi.org/10.1088/1742-6596/628/1/012036
Rights: Attribution 4.0 International
Abstract: Beam-like structures are the most common components in real engineering, while single side damage is often encountered. In this study, a numerical analysis of single side damage in a free-free beam is analysed with three different finite element models; namely solid, shell and beam models for demonstrating their performance in simulating real structures. Similar to experiment, damage is introduced into one side of the beam, and natural frequencies are extracted from the simulations and compared with experimental and analytical results. Mode shapes are also analysed with modal assurance criterion. The results from simulations reveal a good performance of the three models in extracting natural frequencies, and solid model performs better than shell while shell model performs better than beam model under intact state. For damaged states, the natural frequencies captured from solid model show more sensitivity to damage severity than shell model and shell model performs similar to the beam model in distinguishing damage. The main contribution of this paper is to perform a comparison between three finite element models and experimental data as well as analytical solutions. The finite element results show a relatively well performance.
Source Title: Journal of Physics: Conference Series
URI: https://scholarbank.nus.edu.sg/handle/10635/180904
ISSN: 17426588
DOI: 10.1088/1742-6596/628/1/012036
Rights: Attribution 4.0 International
Appears in Collections:Elements
Staff Publications

Show full item record
Files in This Item:
File Description SizeFormatAccess SettingsVersion 
10_1088_1742-6596_628_1_012036.pdf3.12 kBAdobe PDF

OPEN

NoneView/Download

Google ScholarTM

Check

Altmetric


This item is licensed under a Creative Commons License Creative Commons