Abstract
In this paper, the nonlinear dynamics of a cantilevered pipe conveying fluid interacting with two support walls on both sides is first investigated. The main goal of this study is to explore how the dynamics of a cantilevered pipe will perform in the presence of two support walls along the pipe axis. The interacting force is defined as impact in order to simulate the impacting effects for a pipe with various flow velocities. The impact force is modeled either by a cubic spring or by a trilinear spring. The nonlinear equations of motion are discretized via Galerkin’s method, and the discretized equations are solved by using a fourth-order Runge–Kutta method. Results show that the pipe would periodically impact the walls when the flow velocity is just beyond the critical value. When the flow velocity is sufficiently higher, however, the pipe may behave different patterns of contacting the walls, such as point contact and segments contact. Periodic, quasi-periodic motions, as well as chaotic oscillations are observed in such a pipe system.
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The financial support of the National Natural Science Foundation of China (Nos. 11172109 and 11172107), the Natural Science Foundation of Hubei Province (2013CFA130 and 2014CFA124), the Program for New Century Excellent Talents in University of Ministry of Education of China (No. NCET-11-0183), and the Fundamental Research Funds for the Central Universities, HUST (2014YQ007) are gratefully acknowledged.
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Appendix
Appendix
In this part, we will give the elements of the matrices mentioned in Sect. 3. As described above, the nonlinear terms in Eq. (5) may be written in Eq. (6). As can be seen that, the nonlinear terms are the multiplication of three terms, which are all related to the eigenfuncitons, such as \({\eta }^{\prime }{\eta }^{{\prime }{\prime }}{\eta }^{{\prime }{\prime }{\prime }}\) and \({\eta }^{{\prime }{\prime }}\int _\xi ^1 {\int _0^\xi {{\eta }^{\prime }{\dot{{\eta }}^{{\prime }{\prime }}}\mathrm{d}\xi } \mathrm{d}\xi } \). After applying the Galerkin’s technique, the multiplication has the form of (13). After using the transforming scheme, Eq. (6) would be of that form of Eqs. (7), (8), and (9). Expressions of the elements of matrices in these equations are given below (taking \({\eta }^{\prime }{\eta }^{{\prime }{\prime }}{\eta }^{{\prime }{\prime }{\prime }}\), for example). As to the integrals of in some of the nonlinear terms, they could be applied on the corresponding terms when the transformation has been completed.
Substituting (13) to (18) into Eq. (9), left multiplying \(\varphi _i \left( \xi \right) \) and integrating along the pipe, we would get the coefficients of the nonlinear terms.
Coefficients of the linear terms are defined as follows:
As to elements in \(\mathbf{f}\left( \mathbf{q} \right) \), it is obtained by left multiplying \(\varphi _i \left( \xi \right) \) and integrating along the pipe. That is:
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Ni, Q., Wang, Y., Tang, M. et al. Nonlinear impacting oscillations of a fluid-conveying pipe subjected to distributed motion constraints. Nonlinear Dyn 81, 893–906 (2015). https://doi.org/10.1007/s11071-015-2038-9
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DOI: https://doi.org/10.1007/s11071-015-2038-9