Abstract
In this paper, we study the two-to-one internal resonance of an inclined marine riser under harmonic excitations. The riser is modeled as an Euler–Bernoulli beam accounting for mid-plane stretching, self-weight, and an applied axial top tension. Due to the inclination, the self-weight load causes a static deflection of the riser, which can tune the frequency ratio between the third and first natural frequencies near two. The multiple-time-scale method is applied to study the nonlinear equation accounting for the system nonlinearity. The solution is then compared to a Galerkin solution showing good agreement. A further investigation is carried out by plotting the frequency response curves, the force response curves, and the steady-state response of the multiple-time-scale solution, in addition to the dynamical solution obtained by Galerkin, as they vary with the detuning parameters. The results reveal that the riser vibrations can undergo multiple Hopf bifurcations and experience quasi-periodic motion that can lead to chaotic behavior. These phenomena lead to complex vibrations of the riser, which can accelerate its fatigue failure.
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We acknowledge the financial support of King Abdullah University of Science and Technology and Saudi Aramco.
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Appendices
Appendix A: Self-adjoint proof
In this appendix, we demonstrate by virtue of using integration by parts that the solution to the linear Eq. (13) is self-adjoint. Due to the internal resonance interaction, the solution to be utilized consists of two modes, namely \(\phi _m \left( x \right) \hbox {e}^{\pm i\omega _m T_0 }\) and \(\phi _n \left( x \right) \hbox {e}^{\pm i\omega _n T_0 }\) corresponding to modes m and n, respectively. To verify that the problem is self-adjoint, we substitute the solutions from both modes in Eq. (13) and, multiply the equation with \(\phi _j \left( x \right) \hbox {e}^{\pm i\omega _j T_0 }\), then integrate by parts from \(x=0\) to \(x=1\) to obtain
We observe from Eq. (1) that the solution \(\phi _j \left( x \right) \hbox {e}^{\pm i\omega _j T_0 }\) satisfies the eigenvalue problem Eq. (10) and it is self-adjoint.
Appendix B: definition of third-order solvability condition coupling coefficients
In this appendix, we provide the definition of the coupling coefficients \(K_1 \), \(K_2 \), \(K_3 \), and \(K_4 \) pertaining to Eqs. (30) and (31) given by
Appendix C: Time history of modal coefficients pertaining to the Galerkin solution
In this appendix, we plot the modal coefficients corresponding to the riser solution in Fig. 13, which has weak or negligible contribution (Fig. 16).
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Alfosail, F.K., Younis, M.I. Two-to-one internal resonance of an inclined marine riser under harmonic excitations. Nonlinear Dyn 95, 1301–1321 (2019). https://doi.org/10.1007/s11071-018-4630-2
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DOI: https://doi.org/10.1007/s11071-018-4630-2