Abstract
The present report is devoted to present an approach to dynamic analysis of multiple cracked Euler-Bernoulli beam subjected to general moving load. The novelty of the approach consists of using analytical solution of vibration mode of multiple cracked beam in the frequency domain that is straightforward to compute the time response of multiple cracked beam to moving load given generally in a discrete form. The proposed method enables to eliminate the “moving singularity” phenomena that trouble the use of either the conventional modal method or the modern numerical techniques. The theoretical development is illustrated by numerical results.
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Acknowledgements
This work has been completed under support from the NAFOSTED of Vietnam to whom the authors are much thankful.
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© 2014 The Society for Experimental Mechanics
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Khiem, N.T., Tran, T.H., Quang, N.V. (2014). An Approach to the Moving Load Problem for Multiple Cracked Beam. In: Allemang, R., De Clerck, J., Niezrecki, C., Wicks, A. (eds) Topics in Modal Analysis, Volume 7. Conference Proceedings of the Society for Experimental Mechanics Series. Springer, New York, NY. https://doi.org/10.1007/978-1-4614-6585-0_43
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DOI: https://doi.org/10.1007/978-1-4614-6585-0_43
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