Optimal Nonlinear Energy Sinks in Vibration Mitigation of the Beams Traversed by Successive Moving Loads

Publish Year: 1390
نوع سند: مقاله ژورنالی
زبان: English
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شناسه ملی سند علمی:

JR_JSMA-3-4_002

تاریخ نمایه سازی: 28 مرداد 1402

Abstract:

Optimal Nonlinear Energy Sink (NES) is employed in vibration suppression of the beams subjected to successive moving loads in this paper. As a real application, a typical railway bridge is dynamically modeled by a single-span beam and a traveling high-speed train is simulated by a series of successive moving loads. Genetic algorithm is employed as the optimization technique and optimal parameters of the NES system are accordingly obtained. It is found that the NES can remarkably suppress the vibration level particularly in vicinity of the critical speeds. A sensitivity analysis is then carried out and robustness of the optimal NES is investigated. A parametric study is performed and performance of the optimal NES is evaluated for different values of the load speeds, load magnitudes, load intervals and mass ratios.

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Authors

D Younesian

Center of Excellence in Railway Transportation, School of Railway Engineering, Iran University of Science and Technology

A Nankali

Center of Excellence in Railway Transportation, School of Railway Engineering, Iran University of Science and Technology---- Department of Mechanical and Aerospace Engineering, New-Mexico State University, Las Cruces, USA

E Motieyan

Center of Excellence in Railway Transportation, School of Railway Engineering, Iran University of Science and Technology

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  • Rice H. J. , McCraith J.R., ۱۹۸۷, Practical non-linear vibration ...
  • Oueini S.S., Chin C.M., Nayfeh A.H., ۱۹۹۹, Dynamics of a ...
  • Oueini S.S., Nayfeh A.H., ۲۰۰۰, Analysis and application of a ...
  • Vakakis A.F., ۲۰۰۱, Inducing passive nonlinear energy sinks in vibrating ...
  • Vakakis A.F., ۲۰۰۳, Shock isolation through the use of nonlinear ...
  • Lee Y.S., Vakakis A.F., Bergman L.A., McFarland D.M., Kerschen G., ...
  • Lee Y.S., Kerschen G., Michael McFarland D., Joel Hill W., ...
  • Nucera F., McFarland D.M., Wise M., Iacono F.L., Bergman L., ...
  • Georgiades F., Vakakis A.F., ۲۰۰۷, Dynamics of a linear beam ...
  • Viguié R., Kerschen G., Golinval J.-C., McFarland D.M., Bergman L.A., ...
  • Kwon H.C., Kim M.C., Lee, I.W., ۱۹۹۸, Vibration control of ...
  • Wang J.F., Lin C.C., Chen B.L., ۲۰۰۳, Vibration suppression for ...
  • Younesian D., Esmailzadeh E., Sedaghati R., ۲۰۰۶, Passive vibration control ...
  • Younesian D., Kargarnovin M.H., Esmailzadeh E., ۲۰۰۸, Optimal passive vibration ...
  • Chen Y.H., Chen D.S., ۲۰۰۴,Timoshenko beams with tuned mass dampers ...
  • Younesian D., Esmailzadeh E., ۲۰۱۱, Vibration suppression of rotating beams ...
  • Gładysz M., Śniady P., ۲۰۰۹, Spectral density of the bridge ...
  • Bryja D., ۲۰۰۹, Stochastic response analysis of suspension bridge under ...
  • Samani F.S., Pellicano F., ۲۰۰۹, Vibration reduction on beams subjected ...
  • Stncioiu D., Ouyang H., Mottershead J.E., ۲۰۰۸, Dynamics of a ...
  • Lou P., Dai G.-L., Zeng, Q.-Y, ۲۰۰۶, Finite-element analysis for ...
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