2014
DOI: 10.1007/s13369-014-0962-5
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A Novel Approximate Analytical Method for Nonlinear Vibration Analysis of Euler–Bernoulli and Rayleigh Beams on the Nonlinear Elastic Foundation

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Cited by 7 publications
(2 citation statements)
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“…A Cartesian coordinate system (x, y, z) is selected in the central cross section of the beam, in which the x, y and z are along the length, width and height direction, respectively. Therefore, the displacement field based on the EBB theory is as follows [16]:…”
Section: Euler-bernoulli Beam Theorymentioning
confidence: 99%
“…A Cartesian coordinate system (x, y, z) is selected in the central cross section of the beam, in which the x, y and z are along the length, width and height direction, respectively. Therefore, the displacement field based on the EBB theory is as follows [16]:…”
Section: Euler-bernoulli Beam Theorymentioning
confidence: 99%
“…Pakar and Bayat (2013) applied a max-min approach, also by He, to investigate the nonlinear vibrational response of Euler-Bernoulli beams subjected to an axial load. Nonlinear behavior of Euler-Bernoulli beam with different end conditions has also been studied by Rafieipour et al (2014) using Laplace iteration method. Lindstedt-Poincare techniques for non linear vibrational analysis have been employed to double-clamped and simply-supported beams subjected to an axial load by Ahmadian et al (2009).…”
Section: Introductionmentioning
confidence: 99%