Academic literature on the topic 'Pipe Conveying Fluid'

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Dissertations / Theses on the topic "Pipe Conveying Fluid"

1

Semler, Christian 1966. "Nonlinear dynamics and chaos of a pipe conveying fluid." Thesis, McGill University, 1991. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=60586.

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This thesis examines the planar dynamics of flexible pipes conveying fluid. The nonlinear equations of motion are derived for cantilevered pipes and for simply-supported pipes, using Hamilton's principle and the force balance method. The resulting equations are compared with previous derivations.<br>The linearized system is first studied, to get the critical parameters corresponding to the stability boundaries, i.e. the local bifurcations. Then, the nonlinear equations are investigated, both analytically and numerically. Centre manifold, normal form and bifurcation theories are used to obtain
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2

Champneys, Alan R. "The nonlinear dynamics of articulated pipes conveying fluid." Thesis, University of Oxford, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.302850.

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3

Van, Ke Sum. "Dynamics and stability of curved pipes conveying fluid." Thesis, McGill University, 1986. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=66108.

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4

Hajghayesh, Mergen. "Dynamics of fluid-conveying pipes." Thesis, McGill University, 2013. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=114479.

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This thesis studies the linear and nonlinear dynamics of pipes conveying fluid. It consists of four peer-reviewed journal papers, three published and one submitted for publication. The aim is to investigate aspects of the dynamical behaviour of extensible and inextensible pipes conveying fluid, both theoretically and experimentally.In particular, (i) the three-dimensional nonlinear dynamics of a pipe conveying fluid, constrained by an array of four springs attached at a point along its length is examined from the theoretical and experimental perspectives; (ii) the three-dimensional dynamical b
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5

Petrus, Ryan Curtis. "Dynamics of fluid-conveying Timoshenko pipes." Texas A&M University, 2006. http://hdl.handle.net/1969.1/3822.

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Structures conveying mass lose stability once the mass exceeds a certain critical velocity. The type of instability observed depends on the nature of the supports that the structure has. If the structure (beam or pipe) is cantilevered (thereby deeming it a nonconservative system), “garden-hose-like” flutter instability is observed once a critical velocity is exceeded. When studying the flutter instability of a cantilevered pipe (including shear deformation) by strictly a linear theory, it has been demonstrated through numerical integration that the values of the critical velocity are only va
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6

Giacobbi, Dana. "The dynamics of aspirating cantilevered pipes and pipes conveying variable density fluid." Thesis, McGill University, 2010. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=95074.

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This thesis undertakes the investigation of the dynamics of two different cases of a slender, flexible pipe conveying fluid: (i) an aspirating cantilevered pipe, ingesting fluid at its free end and transporting it towards the clamped end, and (ii) a pipe conveying a fluid whose density varies axially along the length of the pipe. The general context of the research is first provided by broadly introducing the field of Fluid-Structure Interactions (FSI) and reviewing the basic theory regarding pipes conveying fluid. Subsequently, a numerical approach coupling Computational Fluid Dynamics (CFD)
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7

Muoka, Anthony E. "Dynamics of three-dimensional pipes conveying fluid using the Reissner beam theory." Thesis, Swansea University, 2018. https://cronfa.swan.ac.uk/Record/cronfa48136.

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The study of dynamics of pipes conveying fluid has been the subject of research for many decades now, and various formulations, solution methodologies and applications have been developed. The topic is well understood but research in this area is ongoing as the study of the subject is far from trivial. This is a classical model problem in the study of dynamics and stability of structures mainly because it is a physically simple system capable of displaying a wide array of interesting behaviour in both the linear and nonlinear regime. In this thesis, a geometrically exact fully implicit version
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8

Lumijärvi, J. (Jouko). "Optimization of critical flow velocity in cantilevered fluid-conveying pipes, with a subsequent non-linear analysis." Doctoral thesis, University of Oulu, 2006. http://urn.fi/urn:isbn:9514280687.

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Abstract This study deals with optimal design of cantilevered fluid-conveying pipes. The aim is to maximize the critical flow speed of the fluid by means of additional masses, supporting springs or dampers along the length of the pipe. The optimization problem was formulated by modelling the pipe by FEM, using Euler-Bernoulli beam elements. The locations of the additional masses, springs and dampers and the properties of these elements (mass, spring constant and damping constant) were chosen as design parameters. The maximization problem for the critical fluid flow speed was solved by the seq
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9

Yang, Wei-Min, and 楊維泯. "The Dynamic Analysis of A Multi-span Pipe Conveying Fluid." Thesis, 1996. http://ndltd.ncl.edu.tw/handle/64088930288385045731.

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10

Hsu, Wei-Liang, and 徐維良. "Optimal Digital Modal Vibration Suppression of a Cantilever Pipe Conveying Fluid." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/60259608262787332135.

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碩士<br>國立臺灣海洋大學<br>機械與機電工程學系<br>99<br>The purpose of this research is to investigate digital vibration control of a cantilever pipe conveying fluid considering modal observer dynamics. Firstly, with the classical beam theory being considered, the pipe and the actuator dynamics are taken into account for establishing the system's equations of motion for the control formulation. The computation of the feedback gain is realized by discrete time optimal control theory. A method for generating the close loop eigenvectors with the target values is also proposed. It is impractical to measure all the s
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