Abstract
By adopting the absolute nodal coordinate formulation, a novel and general nonlinear theoretical model, which can be applied to solve the dynamics of combined straight-curved fluid-conveying pipes with arbitrary initially configurations and any boundary conditions, is developed in the current study. Based on this established model, the nonlinear behaviors of a cantilevered L-shaped pipe conveying fluid with and without base excitations are systematically investigated. Before starting the research, the developed theoretical model is verified by performing three validation examples. Then, with the aid of this model, the static deformations, linear stability and nonlinear self-excited vibrations of the L-shaped pipe without the base excitation are determined. It is found that the cantilevered L-shaped pipe suffers from the static deformations when the flow velocity is subcritical, and will undergo the limit-cycle motions as the flow velocity exceeds the critical value. Subsequently, the nonlinear forced vibrations of the pipe with a base excitation are explored. It is indicated that period-n, quasi-periodic and chaotic responses can be detected for the L-shaped pipe, which has a strong relationship with the flow velocity, excitation amplitude and frequency.
Highlights
The system of pipes conveying fluid, as a one of the typical and simplest fluidstructure interaction system, always appears in various engineering fields, including the nuclear industry, marine oil extraction, aerospace engineering, and so on
The cantilevered L-shaped pipe without the base excitation will be investigated first, since the results of such a pipe system are rarely reported in the existing literature
After a brief investigation on the self-excited vibrations of L-shaped pipe conveying fluid in Section 3, the effect of base excitation on the nonlinear forced vibrations of the considered L-shaped pipe will be explored
Summary
P. Hagedorn Darmstadt University of Technology: Technische Universitat Darmstadt. Version of Record: A version of this preprint was published at Nonlinear Dynamics on November 15th, 2021. K. Zhoua,b, H.R. Yia,b, H.L. Daia,b,c , H. Wanga,b a Department of Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China b Hubei Key Laboratory for Engineering Structural Analysis and Safety Assessment, Wuhan 430074, China c Department of Mechanical Engineering, Technische Universität Darmstadt, Darmstadt 64293, Germany d Science and Technology on Reactor System Design Technology Laboratory, Nuclear Power Institute of China, Chengdu 610213, China
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