Flow-Induced Vibration Handbook for Nuclear and Process Equipment. Группа авторов. Читать онлайн. Newlib. NEWLIB.NET

Автор: Группа авторов
Издательство: John Wiley & Sons Limited
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Жанр произведения: Физика
Год издания: 0
isbn: 9781119810988
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href="#ulink_4f28f3fa-d2f3-574c-a0a9-89f5580145da">Fig. 2-12, a fluidelastic instability constant K = 3.0 is also recommended for two‐phase cross flow, but only for tube bundles of P/D > 1.47 which is the case for many steam generators. Lower values of K must be used for bundles of P/D ratios lower than 1.47, as discussed by Pettigrew and Taylor (1994). As shown in Fig. 2-13, the expression

      (2‐26)equation

      would be a reasonable design guideline for P/D < 1.47.

      2.4.2 Random Turbulence Excitation

      Random turbulence excitation is a significant excitation mechanism in both liquid and two‐phase cross flow. Formulations for single‐ and two‐phase cross flow are given below. The topics are discussed in more detail in Chapters 9 and 10 for single‐ and two‐phase flow, respectively.

      To be able to compare data and find an upper bound, the excitation forces must be presented as a normalized excitation force spectra. Researchers in this field such as Taylor and Pettigrew (1998), and Pettigrew and Gorman (1981) have used various methods of normalizing their results. Therefore, it was necessary to select one means of normalization and apply it to all of the data. The adopted method is the “equivalent power spectral density (EPSD),” first described by Axisa et al (1990).

Graph depicts effect of P/D on Fluidelastic Instability Constant in Two-Phase Cross Flow.

      (2‐27)equation

      where, fR is the reduced frequency, defined as f/fo, and D is the tube diameter.

      A difficulty arises in the calculation of SF(f) because the correlation length, λc, is rarely known. Axisa et al (1990) present a dimensionless EPSD, images, defined as follows:

      (2‐28)equation

      where, Le is the excited tube length. Using this definition, the dimensionless EPSD for Mode 1 can be defined in terms of the mean square of tube displacement, images as follows:

      where, ϕ1(x1) is the normalized mode shape for the 1st mode, a1 is the numerical coefficient for the 1st mode, f1 is the 1st mode tube natural frequency, m is the total tube mass (tube mass + hydrodynamic mass) and ζ1 is the damping ratio for the 1st mode. Values of images and a1 are 2.0 and 1.1, respectively, for pinned‐pinned end conditions.

      where, Le, is the excited tube length. In this chapter, reference lengths of Lo = 1 m and Do = 0.02 m are applied.

      Single‐Phase Cross Flow

      In single‐phase cross flow, two distinct flow fields are possible. Interior tubes, well within a heat exchanger tube bundle, are excited by turbulence generated within the bundle. This excitation is governed by the tube bundle geometry. On the other hand, upstream or inlet tubes are excited by turbulence generated by upstream components such as inlet nozzles, entrance ports and upstream piping elements. Upstream turbulence levels are governed by the upstream flow path geometry and are very often much larger than those generated within the bundle. Such excitation is often referred to as far‐field excitation.

      Random turbulence excitation is usually not a problem with gas or vapor cross flow. The pressure fluctuations and resulting excitation forces due to gas cross flow at a given velocity are generally an order of magnitude less than those for a liquid or two‐phase mixture at the same velocity. However, gas velocities can be extremely high and at high pressure the densities can be significant. Therefore, some consideration should be given to random excitation in high‐pressure gas heat exchangers.

Graph depicts proposed Guideline for Single-Phase Random Excitation Forces.

      (2.31)equation

      (2‐32)equation

      For single‐phase flow fo = Up/D and images.

      In most cases, the random excitation forces for interior tubes are significantly lower than for upstream tubes. The vibration response of the upstream tubes will be larger. Thus, it may not be necessary to consider the vibration response of interior tubes