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M.S. Abdeljaber, A.A. Al-Qaisia, "The Effect of Support Flexibility on Frequency Veering in Imperfect Beams Resting on Elastic Foundations", in , (Editors), "Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 237, 2013. doi:10.4203/ccp.102.237

Keywords: frequency veering, rise shape, beam, elastic foundation, flexible ends.

Summary

This paper investigates the effect of support flexibility on the frequency veering phenomenon for an elastic Euler-Bernoulli beam resting on a Winkler elastic foundation with an initial shape rise, such as a half sine wave. The beams' support is modelled using springs to simulate the flexibility present in real and physical engineering applications, i.e. the two ends of the beam are hinged with translational and torsional springs.

The effect of the axial force induced by mid-plane stretching is accounted for in the derivation of the mathematical model, due to its importance and the significance of the nonlinear dynamic behaviour of the beam.

The governing partial differential equation are discretized using the assumed mode method and the linear version of the resulting equation will be solved and the effect of the physical parameters of the beam system are studied for a selected range of physical parameters such as; beam rise, translational springs constants, torsional springs constant and elastic foundation stiffness.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 102 PROCEEDINGS OF THE FOURTEENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING Edited by: Paper 237 The Effect of Support Flexibility on Frequency Veering in Imperfect Beams Resting on Elastic Foundations M.S. Abdeljaber¹ and A.A. Al-Qaisia² ¹Civil Engineering Department ²Mechanical Engineering Department Faculty of Engineering and Technology University of Jordan, Amman, Jordan doi:10.4203/ccp.102.237 purchase the full-text of this paper Full Bibliographic Reference for this paper M.S. Abdeljaber, A.A. Al-Qaisia, "The Effect of Support Flexibility on Frequency Veering in Imperfect Beams Resting on Elastic Foundations", in , (Editors), "Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 237, 2013. doi:10.4203/ccp.102.237 Keywords: frequency veering, rise shape, beam, elastic foundation, flexible ends. Summary This paper investigates the effect of support flexibility on the frequency veering phenomenon for an elastic Euler-Bernoulli beam resting on a Winkler elastic foundation with an initial shape rise, such as a half sine wave. The beams' support is modelled using springs to simulate the flexibility present in real and physical engineering applications, i.e. the two ends of the beam are hinged with translational and torsional springs. The effect of the axial force induced by mid-plane stretching is accounted for in the derivation of the mathematical model, due to its importance and the significance of the nonlinear dynamic behaviour of the beam. The governing partial differential equation are discretized using the assumed mode method and the linear version of the resulting equation will be solved and the effect of the physical parameters of the beam system are studied for a selected range of physical parameters such as; beam rise, translational springs constants, torsional springs constant and elastic foundation stiffness. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £65 +P&P)
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