Affiliation:
1. Department of Mechanical and Structural Engineering and Materials Science, University of Stavanger, Stavanger 4036, Norway e-mail:
Abstract
A dynamic model for undamped, water hammer-induced, radial vibration of long, thin-walled, laminated, filament wound pipes is derived. The model is based on the interaction of the unsteady flow parameters with the anisotropic elastic properties of the pipe. With the aid of integral transforms and generalized functions, an approximate solution of the derived governing equation is achieved and its implementation on a representative example is discussed.
Subject
Mechanical Engineering,Ocean Engineering
Cited by
11 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Computer-aided design of offshore S-lay fiber-reinforced polymer pipeline installation;Proceedings of the Institution of Civil Engineers - Maritime Engineering;2023-04-01
2. Dynamic instability mechanisms of offshore pipelines and risers;Proceedings of the Institution of Civil Engineers - Maritime Engineering;2023-04-01
3. Introduction;Computer-Aided Civil and Infrastructure Engineering;2021-11-16
4. Inner Flow-Induced Buckling of Fiber-Reinforced Polymeric Catenary Risers;Journal of Offshore Mechanics and Arctic Engineering;2020-05-05
5. Longitudinal–Flexural–Torsional Dynamic Behavior of Liquid-Filled Pipelines: An Analytic Solution;Journal of Offshore Mechanics and Arctic Engineering;2019-09-27