Dynamic Response of Pipe Conveying Fluid with Lateral Moving Supports

The Galerkin method is proposed to reveal the dynamic response of pipe conveying fluid (PCF), with lateral moving supports on both ends of the pipe. Firstly, the dynamic equation is derived by the Newtonian method after calculating the acceleration of the fluid element via the dynamics approach. Sec...

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Main Authors: Baohui Li, Zhengzhong Wang, Lina Jing
Format: Article
Language:English
Published: Hindawi Limited 2018-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2018/3295787
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spelling doaj-f47e22608eca4ca0b203c076c777224a2020-11-25T02:15:59ZengHindawi LimitedShock and Vibration1070-96221875-92032018-01-01201810.1155/2018/32957873295787Dynamic Response of Pipe Conveying Fluid with Lateral Moving SupportsBaohui Li0Zhengzhong Wang1Lina Jing2College of Water Resources and Architectural Engineering, Northwest A&F University, Yangling 712100, ChinaCollege of Water Resources and Architectural Engineering, Northwest A&F University, Yangling 712100, ChinaCollege of Water Resources and Architectural Engineering, Northwest A&F University, Yangling 712100, ChinaThe Galerkin method is proposed to reveal the dynamic response of pipe conveying fluid (PCF), with lateral moving supports on both ends of the pipe. Firstly, the dynamic equation is derived by the Newtonian method after calculating the acceleration of the fluid element via the dynamics approach. Secondly, the discrete form of the dynamic equation is formulated by the Galerkin method. Thirdly, the numerical analysis of the system is carried out through the fourth-order Runge–Kutta method, and the effectiveness of the proposed method is validated by comparison with the analytical results obtained by the mode superposition method. In the example analysis, the responses of the lateral deflection and bending moment are investigated for the pinned-pinned, clamped-pinned, and clamped-clamped PCF. The effects of fluid velocity and the moving frequencies of supports are discussed. Especially, the deflection responses are analyzed under extreme condition; i.e., the moving frequency of a support is identical to the natural frequency of PCF.http://dx.doi.org/10.1155/2018/3295787
collection DOAJ
language English
format Article
sources DOAJ
author Baohui Li
Zhengzhong Wang
Lina Jing
spellingShingle Baohui Li
Zhengzhong Wang
Lina Jing
Dynamic Response of Pipe Conveying Fluid with Lateral Moving Supports
Shock and Vibration
author_facet Baohui Li
Zhengzhong Wang
Lina Jing
author_sort Baohui Li
title Dynamic Response of Pipe Conveying Fluid with Lateral Moving Supports
title_short Dynamic Response of Pipe Conveying Fluid with Lateral Moving Supports
title_full Dynamic Response of Pipe Conveying Fluid with Lateral Moving Supports
title_fullStr Dynamic Response of Pipe Conveying Fluid with Lateral Moving Supports
title_full_unstemmed Dynamic Response of Pipe Conveying Fluid with Lateral Moving Supports
title_sort dynamic response of pipe conveying fluid with lateral moving supports
publisher Hindawi Limited
series Shock and Vibration
issn 1070-9622
1875-9203
publishDate 2018-01-01
description The Galerkin method is proposed to reveal the dynamic response of pipe conveying fluid (PCF), with lateral moving supports on both ends of the pipe. Firstly, the dynamic equation is derived by the Newtonian method after calculating the acceleration of the fluid element via the dynamics approach. Secondly, the discrete form of the dynamic equation is formulated by the Galerkin method. Thirdly, the numerical analysis of the system is carried out through the fourth-order Runge–Kutta method, and the effectiveness of the proposed method is validated by comparison with the analytical results obtained by the mode superposition method. In the example analysis, the responses of the lateral deflection and bending moment are investigated for the pinned-pinned, clamped-pinned, and clamped-clamped PCF. The effects of fluid velocity and the moving frequencies of supports are discussed. Especially, the deflection responses are analyzed under extreme condition; i.e., the moving frequency of a support is identical to the natural frequency of PCF.
url http://dx.doi.org/10.1155/2018/3295787
work_keys_str_mv AT baohuili dynamicresponseofpipeconveyingfluidwithlateralmovingsupports
AT zhengzhongwang dynamicresponseofpipeconveyingfluidwithlateralmovingsupports
AT linajing dynamicresponseofpipeconveyingfluidwithlateralmovingsupports
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