Free vibration analysis of semi-rigid frames with elastic rotational restraints and inhomogeneous members

Document Type : Civil Article

Authors

1 Dept. of Civil Engineering, Faculty of Engineering, Quchan University of Technology, P. Box 94771-67335 Quchan, Iran.

2 M. Sc. Student of Structural Eng., Faculty of Civil Eng., Quchan University of Technology, Quchan, Iran

Abstract

The present research deals with the free vibration analysis of functionally graded (FG) frames with semi-rigid connection and elastic supports. Flexibility of elastic supports and semi-rigid connection are modeled with linear rotational springs. Moreover, inhomogeneous members (FGM) are modeled as a power function. Accordingly, based on the Euler–Bernoulli beam theory an exact formulation for free vibration analysis of FGM frames with various boundary conditions is obtained in terms of the Bessel functions. In other words, explicit relations are available to find the natural frequency and vibrational modes of semi-rigid frames with inhomogeneous members and elastic rotational restraints. In this way, dynamic properties such as the natural frequency and vibrational modes of these structures with various boundary conditions can be found. Comparing the outcomes with other research demonstrating the accuracy and efficiency of the proposed formulation. Finally, the effects of various parameters such as flexibility of connection and elastic supports, and the functionally graded material on the free vibration response of the structures are investigated.

Keywords

Main Subjects

References

 
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Journal of Modeling in Engineering
Volume 17, Issue 58
October 2019
Pages 187-202

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History

  • Receive Date: 11 September 2018
  • Revise Date: 10 January 2019
  • Accept Date: 10 April 2019

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