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PIPES CONVEYING FLUID: LINEAR DYNAMICS I1              273



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                    Well control equipment



















                                   L

                         Submarine base


                         Figure 4.40  Diagrams of two possible deep-water flexible risers.


             all such occurrences must be known at the design stage, predicted by  the same computer
             codes. Therefore, understanding and modelling the effects of  pressure and internal flow
             are essential building blocks in the development of these codes.



             4.7.5  High-precision piping vibration codes

             As has already been remarked, for most industrial applications the effect of steady internal
             flow in  piping is not crucial. However, in specific applications, the piping is sufficiently
             flexible and failure sufficiently undesirable to make it important to develop high-precision
             computer codes for free, forced and transient vibration of pipes, talung internal flow effects
             into account. Such applications are those just discussed in offshore risers, ocean mining
             systems (Section 4.3), and special designs such as that discussed in Section 5.5.4, where
             long  unsupported  spans  make  the  pipes  effectively  very  flexible. Another  example  is
             a  special low-cost  condenser  involving plastic  tubes,  designed by  the  French  concern
             Ecopol, to be discussed in  Chapter 9 (Volume 2). Other applications are in  aircraft and
             rocket fuel lines, where the piping is very flexible because of weight considerations.
               Computational tools for piping vibration have been developed, for example, by Ting &
             Hosseinipour (1983), Nakra & Kohli (1984), Dang et al. (1989), Piet-Lahanier & Ohayon
             (1990),  Sallstrom (1990,  1993) and  Sallstrom  & BLkesson  (1990).  An  example  of  the
             type of  complex piping structures that can be handled is shown in Figure 4.41, analysed
             via an exact finite element formulation based on Timoshenko beam theory - Le.  using
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