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Vibration Fatigue Analysis of a Cantilever Beam Using Different Fatigue Theories
Date
2014-02-11
Author
Eldoğan, Yusuf
Ciğeroğlu, Ender
Metadata
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In this study, vibration fatigue analysis of a cantilever beam is performed using an in-house numerical code. Finite element model (FEM) of the cantilever beam verified by tests is used for the analysis. Several vibration fatigue theories are used to obtain fatigue life of the cantilever beam for white noise random input and the results obtained are compared with each other. Fatigue life calculations are repeated for different damping ratios and the effect of damping ratio is studied. Moreover, using strain data obtained from cantilever beam experiments, fatigue life of the beam is determined by utilizing time domain (Rainflow counting method) and frequency domain methods, which are compared with each other. In addition to this, fatigue tests are performed on cantilever beam specimens and fatigue life results obtained experimentally are compared with that of in-house numerical code. It is observed that the accuracy of the damping ratio is very important for accurate determination of fatigue life. Furthermore, for the case considered, it is observed that the fatigue life result obtained from Dirlik method is considerably similar to that of Rainflow counting method.
Subject Keywords
Dirlik method
,
Frequency domain fatigue theories
,
Probability density function
,
Rainflow counting
,
Vibration fatigue theories
URI
https://hdl.handle.net/11511/73285
DOI
https://doi.org/10.1007/978-1-4614-6585-0_45
Conference Name
IMAC XXXI: Conference & Exposition on Structural Dynamics (11 - 14 Şubat 2014)
Collections
Department of Mechanical Engineering, Conference / Seminar
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Y. Eldoğan and E. Ciğeroğlu, “Vibration Fatigue Analysis of a Cantilever Beam Using Different Fatigue Theories,” presented at the IMAC XXXI: Conference & Exposition on Structural Dynamics (11 - 14 Şubat 2014), Garden Grove, CA; United States, 2014, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/73285.