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- W2002077092 abstract "Basing on the nonlinear dynamic model of flexible pipeline suspended by spatial system of cables, described in Ref. [1], the linear and nonlinear vibrations are investigated in order to estimate the nonlinear effects. The model is based on substructure technique and formulated including features specific to analyzed structure, for example large displacements and time dependent parameters appearing in equations of motion due to fluid flowing inside the pipeline. Due to the fact that modelling problem for the analyzed structure is one's own complicated, a simple case when the conveying fluid is idealized simply as a ballast moving inside the pipe is considered. This paper presents a short numerical analysis of linear and nonlinear, static and dynamic response of exemplary structure for three different cases: during filling the pipe with fluid, when the pipeline is completely filled and during emptying the pipe. Moreover, for the linear problem, the influence of a speed of the fluid on the stability of the pipeline suspension bridge is investigated. (© 2010 Wiley-VCH Verlag GmbH & Co. KGaA, Weinheim)" @default.
- W2002077092 created "2016-06-24" @default.
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- W2002077092 date "2010-11-16" @default.
- W2002077092 modified "2023-09-27" @default.
- W2002077092 title "Linear and nonlinear response of pipeline suspension bridge due to moving fluid" @default.
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- W2002077092 doi "https://doi.org/10.1002/pamm.201010097" @default.
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